Tender for UTTAR PRADESH JAL NIGAM - NTID 29307864
UTTAR PRADESH JAL NIGAM
Banda, Uttar Pradesh, India
NTID 29307864
- Opening Date : Wed 12th October, 2022
- Closing Date : Mon 10th October, 2022
- ₹ 452473000.00
- NTID 29307864
Remaining Work Of Rath Nagar Water Supply Scheme From Maudaha Dam Surface Source
Documents
Unlock the opportunities
Buy This Document-
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
5000000.00 -
Document Cost
23600.00 -
Estimated Cost
452473000.00
BOQ Items Total Items : 354 | Total Qty : 404470.53
# | Item | Quantity | Units |
---|---|---|---|
1 | Remaining works of "Supply of all materials, labour T&P etc. and construct intake well cum pump houseof 23 MLD of 10 m internal dia meter 4.50 m height above floor level, the depth of pump 5.0m below lowest water level and total height of intake well 10.0m from bed level of intake well to floor level of pump house the intake well shall firmly base on suitable foundation in i.e. anular raft foundation and R.C.C. piles or well sinking raft foundation as per design requirements construction of 1.20m wide RCC balcony or floor level, the pump house shall consisting of RCC column & bricks masonry walls. Supply and fixing as door & windows, supplying and fixing ISMB 450, chain piling blocks, supply and fixing as 250mm dia DI D/F as per and SV & etc. , RCC spiral stair core from FL to BL 1.2m wide with landing as suitable interval, supply and fixing GI pipe railing 20mm dia seperated on 65x65x6mm MS angles 1.50m C/C either wide as site core & other fase of balcony, supply of all materials below T&P for construction as 450mm dia RCC central coloumn from BL to PL to support pipe assembly. Also construction of RCC block 0.60x0.60x0.60m as FL to fix & support bell mounth, Supply & fixing coarse & fine seves MH cover with frame 0.6x0.6m size with loading arrangements construciton as floor as pump house using coata stone painting and doors and windows and all concrete cement using apex brand of paint approved colours 3 coats and painting all pipe with anti corrosive /bitumens paints. Also considering design of intake well pump house and foot bridge considering seismic/ wind which ever is creatical also including open inlet opening at HFL, AWL and FL of intake well and sluice gate etc. complete. The rates also include sealing of the area around intake site and bailing out of water as per requirement testing bearing capacity of soil at intake well site 3 points 25m deep and also includingSupply of all material labour T&P etc and Construction of pump house 10 m internal dia meter and 4.50m height with balcony etc. complete. Supply of all materials, labour T&P etc. and construct Remaining works of intake well cum pump house of 23 MLD of 10 m internal dia meter and remain works in 3.5 m wide 60 m long Foot over Bridge . , supplying and fixing ISMB 450, chain piling blocks, supply and fixing GI pipe railing 20mm dia separated on 65x65x6mm MS angles 1.50m C/C either wide as site core & other face of balcony, construction as floor as pump house and bridge using cota stone ,painting and other as per BOQ . Construction of remaining part of bridge to connect parapet of Dam as per site condition . | 1.00 | No |
2 | TREATMENT PLANT Supply of all materials labour, tools & plants and construction of water treatment plant of 23.00 mld capacity. The treatment plant essentially consists of the following works:- A Single storey building for chemical house consisting of :- Ground Floor, Alum Store, Chlorine Store, Store A raw water channel from inlet chamber to clariflocculators (1+!) carrying capacity of channel 23.00 Mld. Along with Aeration systems of latest technology. Filteration Plant, Type of Filter, Constant head constant rate, Loading, Rate - 100 lpm/sqm/min, No of beds single unit type 06 beds, Back wash system (550Kl/12M) laboratotry for water sampling All above units complete as per design and drawings approved by the engineering -in-charge. | 23.00 | MLD |
3 | Constant Pressure Tank Supply of all the materials, labour T&P and construct Constant Pressure Tank of Intz type R.C.C. Over head tank of 75 kl/22Meter above ground level with main components, based on IS-3370 or liquid storage concrete in over head tank and foundation concrete as per specification in I.S. 2911 and also including. All Components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456. Minimum depth of founditation below original ground level will be 2.0 M. Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquakeistance and I.S. 875 part-III for wind load on structure. 1m wide RCC stair case from ground lavel to balcony. M.S. ladder made of 50 X 50 X 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to top dome resting on an RCC plateform (75 X 75 cm and 10 cm thick) projecting from top ring beam and one alluminium ladder inside the tankbody ( from manhole in top dome to bootom dome). 1 m wide R.C.C. balcony around the tank at the junction point of vertical wall and conical wall. Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, arround the balcony at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 X 50 X 6 mm M.S. angle section, spaced at intervals not more than 1.5 m. Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of vintilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standered qualitity along with expended mentaled jail. Water level indicator febricated with good quality min. 45 x 45 x 6 mm. 6 mm flat and M. S. angle, flat 3 mm thick M. S. Sheet. The indicator board scale made of 3mm thick M.S. plate should have a clear width of min 25 cm painted with good paint. it should also consists of 3 mm brass wire rope min 4 smooth pulleys about 8 cm dia with guides, 15 cm dia copper ball float which shall be completely wate tight suitable pointer of brass etc. Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309- 1969 and ISS 3013-1966. , D.I. manhole of min 60 X 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangment. This manhole should be fixe at top dome at proper place. Supply, fixing, jointing of following size of D.I. D/F Pipes with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet,outlet, over flow and washout as per latest / relevent I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and execuvation in all types of soil. (a) Inlet 500 mm - 34 M (b) Outlet 600 mm - 32 M (c) Over flow 350 mm - 36 M (d) Wash out200 mm - 32 M Supply and Fixing of following sizes D.I. D/F sluice valves with hand wheels as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete. Inlet 500 mm - 1 No Outlet 600 mm - 1 No Wash out200 mm - 1 No .Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should supported on the raft not on the soil.Construction of masonary type of Sluice valve chamber for above sluice valve (3 No.) as per departmental type design and drawing including locking arrangement.Construction of washout/ overflow chamber as per departmental type design and drawing. Construction of P. C. C. Floor & Drain and all other necessary work as per departmental type drawing and design.Painting of all concrete surface with apex brand of approved colour in 3 coats and D.I. pipes with anti corrosive /bitumens paints.Testing & Commission etc. all complete work. Testing of bearing capacity of soil from a reorganized Govt.Engineering College or as directed by department. | 1.00 | No |
4 | 4. MAIN C.W.R cum PH . AT TREATMENT PLANT Supply of all materials, labour and T&P etc. complete and construct RCC CWR of 850 KL capacity & with 1.00m wide P.C.C. appron alround with 12 cm semi circular P.C.C. drain M.S. ladder with hand rails out side and inside the tank body proper ventilators at top, water level indicator, Lightening conductor as per latest I.S.I. or electricity rules, 1150mm dia medium pattern C.I. Manhole cover hinged with locking arrangement fixing and jointing vertical DID/F, pipes, specials and duck foot bents of required size for inlet, outlet fising of outlet sluice valve and wash out sluice valves with all jointing materials for proper completion and other appurtenant works including excavation in all type of soil & in rock etc. painting on exposed water proof cement paint, painting of pepes and ladder with approved anticorrosive paints also including testing of the CWR including carriage of construction materials by truck/ head load etc. upto site of work and its painting with apex brand of approved colour in 3 coats and painting all pipes with anticorrosive bites man panting and also including. Supply and fixing of following size of DID/F (K-7) (K-9)pipes conforming to IS 8329/2000 or its latest amendment including specials and also including all taxes, duties insurance charges etc. Inlet pipe 500 mm dia K -9 (5 M), Outlet pipe 500 mm dia K -9 (5 M), Over flow pipe 500mm dia K-7 (15 M), Wash out pipe 200 mm dia K-7 (15 M), Supply of following dia ISI Mark sluice valve conforming to IS 780/1984 or its latest amendment of standard make (Kirloskar or IVC Make) including all taxes etc. and carting, loading and unloading upto departmental store. 200 mm dia (in wash out pipe) - 1 No .Supply of following fittings/ sepicels to the site of work, lowering them into trenches, fising in position and jointing them with pipe lines and testing etc. complete (including supply of all jointing materials). Sluice valves/ gate valves of 10 kg/cm2 working pressure 200 mm dia (In wash out pipe) - 1 No supply of all materials, labour T & P etc all complete to construct sluice valve chamber of following sizes. Sluice valve chambers for 500mm dia Sluice valve at outlet pipe - 1 No (a) Provide all materials, labours, T &P and construction over flow chambers as per departmental drawing or as directed by the Engineer. - 1 No (b) Same as above but for wash out chambers. - 1 NoSupply of all materials labour T&P etc. for the complete construction of RCC Framed pump house adjacent to CWR as per approved design, drawing and standard specifications with 1 M wide PCC appron around along with 15cm semicircular PCC drains, RCC wall upto plinth level, to roof of pump house, laying case PCC 1:4:8, RCC floor, foundation and roof, 2m wide RCC plateform at plinth level, stair case from plateform to floor of pump house railing on the stair case and plateform foundation block of pumping plant RCC columns with bracket and longitudinal RCC beams to support moving gantry crane, plastering in the inner and outer brick masonary wall, flooring supply and fixing of doors, windows ventilators, painting on explosed surface with three coats of approved water proof cement paint, white washing in the inner surface, painting of door, windows ventilators, etc. supply and fixing of CI down pipes from roof to GL and other appurtenants works required to complete the pump house in all respect including testing of bearing capacity of soil from Govt Engg. collage or directed by deptt. and its apinting with apex brand of approved colour in 3 coat. | 1.00 | NO |
5 | PUMP HOUSE Cum CWR Zone 1 Remaining works for Supply of all materials labour T&P etc. for the complete construction of RCC Framed pump house adjacent to CWR as per approved design, rawing and standard specifications with 1 M wide PCC appron around along with 15cm semicircular PCC drains, RCC wall upto plinth level, to roof of pump house, laying case PCC 1:4:8, RCC floor, foundation and roof, 2m wide RCC plateform at plinth level, stair case from plateform to floor of pump house railing on the stair case and plateform foundation block of pumping plant RCC columns with bracket and longitudinal RCC beams to support moving gantry crane, plastering in the inner and outer brick masonary wall, flooring supply and fixing of doors, windows ventilators, painting on explosed surface with three coats of approved water proof cement paint, white washing in the inner surface, painting of door, windows ventilators, etc. supply and fixing of CI down pipes from roof to GL and other appurtenants works required to complete the pump house in all respect including testing of bearing capacity of soil from Govt Engg. collage or directed by deptt. and its apinting with apex brand of approved colour in 3 coat.ZONE- I C.W.R. Supply of all materials, labour and T&P etc. complete for the construct in Zone-I RCC CWR of 250 KL capacity & with 1.00m wide P.C.C. appron alround with 6 cm semi circular P.C.C. drain M.S. ladder with hand rails out side and inside the tank body proper ventilators at top, water level indicator, Lightening conductor as per latest I.S.I. or electricity rules, 1150mm dia medium pattern C.I. Manhole cover hinged with locking arrangement fixing and jointing vertical DID/F, pipes, specials and duck foot bents of required size for inlet, outlet fising of outlet sluice valve and wash out sluice valves with all jointing materials for proper completion and other appurtenant works including excavation in all type of soil & in rock etc. painting on exposed water proof cement paint, painting of pepes and ladder with approved anticorrosive paints also including testing of the CWR including carriage of construction materials by truck/ head load etc. upto site of work and also including and its painting with apex brand of approved colour in 3 coats and painting all pipes with anticorrosive bites man panting and also including. Supply and fixing of following size of DID/F (K-7)/ (K-9)pipes conforming to IS 8329/2000 or its latest amendment including specials and also including all taxes, duties insurance charges etc. Inlet pipe 300 mm dia K- 7 - (5 M), Outlet pipe 300 mm dia K- 7 - (5 M), Over flow pipe 200mm dia - (15 M) Supply of following dia ISI Mark sluice valve conforming to IS 780/1984 or its latest amendment of standard make (Kirloskar or IVC Make) including all taxes etc. 100 mm dia (in wash out pipe) - 1 No.Supply of following fittings/ sepicels to the site of work, lowering them into trenches, fising in position and jointing them with pipe lines and testing etc. complete (including supply of all jointing materials). Sluice valves/ gate valves of 10 kg/cm2 working pressure. 100 mm dia (in wash out pipe) - 1 No . Supply of all materials, labour T & P etc all complete to construct sluice valve chamber of following sizes. Sluice valve chambers for 300 mm dia Sluice valve at outlet pipe - 1 No . (a) Provide all materials, labours, T &P and construction over flow chambers as per departmental drawing or as directed by the Engineer. - 1 No (b) Same as above but for wash out chambers. - 1 No | 1.00 | No |
Purchase Access To Download Selected Documents
₹ 200
Select this PlanFor a one-time fee, you get unrestricted access to all documents and for a minimum of one year.
UNLIMITED
DOWNLOAD
Select this Plan
₹ 7000
Plan
Standard Plane
Day/Month
Standard Plane