Facebook
Description

Construction Of 3x10 Mtr Span Rcc Miner Bridge On Gobarahiya River In Km 9 At Laharpur Tambaur Road (mdr-83c)

Tendering Authority: Public Works Department

India, Uttar Pradesh, Sitapur

NTID

29097121

Last Date For Submission

14 Oct, 2022

Closing Date

14 Oct, 2022

BOQ Items
# Item Quantity Units
1 A. FOUNDATION Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. 3.04 tonne
2 Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification Well curb (RCC M30 Grade With Batching Plant, Transit Mixer and Concrete Pump) 35.49 Cum
3 Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification Well steining (RCC M30 Grade With Batching Plant, Transit Mixer and Concrete Pump) 384.20 Cum
4 Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification Bottom Plug (PCC Grade M25 Using Batching Plant, Transit Mixer and Crane/concrete pump) 161.20 Cum
5 Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification Intermediate plug (PCC Grade M25 Using Batching Plant, Transit Mixer and Crane/concrete pump) 17.40 Cum
6 Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification Well cap (RCC M30 Grade With Batching Plant, Transit Mixer and Concrete Pump) 123.50 Cum
7 Sinking of 5.5 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. In Sandy soil Depth below bed level upto 3.0 M 12.00 m
8 Beyond 3m upto 10m depth 28.00 m
9 Beyond 10m upto 20m 12.00 m
10 Sand filling in wells complete as per drawing and technical specifications 348.50 Cum
11 Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification (MoRT&H no. 13.9 (B)) 9.60 Cum
12 Supplying, fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawing and technical specification Section 1600 1- Foundation (28.00 MT) 2- Sub structure (31.00 MT) 3- Super Structure (33.00 MT) 92.00 tonne
13 B - SUB STRUCTURE Plain / Reinforced cement concrete in substruture complete as per drawing and technical specification (MoRT&H 13.5 (g)) 1- Pier & Abutment Frame ((g) RCC Grade M 30 With Batching Plant, Transit Mixer) 2- Pier Cap ((g) RCC Grade M 30 With Batching Plant, Transit Mixer) 3- Padestal & Seismic Arrester ((g) RCC Grade M 30 With Batching Plant, Transit Mixer) 4- Wing Wall, Backwall, Top Beam & Parapet Wall ((g) RCC Grade M 30 With Batching Plant, Transit Mixer) 146.35 Cum
14 Providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.0.0. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification (MoRT&H no. 13.10) 67.00 Cum
15 Providing weep holes in Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV :20H towards drawing foce. Complete as per drawing and technical specifications (MoRT&H no.13.8) 24.00 Each
16 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. Elastomeric Bearings 3225.60 cubic Centimeter
17 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. Tar paper below slab over piercap & top beam 11.85 Sqm
18 SUB - HEAD 3 SUPER STRUCTURE Furnishing and placing reinforced/prestressed cement M-30 For T Beam and Slab , With Batching Plant, Transit Mixer 165.00 cum
19 Strip seal expansion Joint ( Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) (MoRT&H no. 14.22) 48.00 Mtr
20 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (MoRT&H 14.7) 63.30 Mtr
21 PCC M 15 Grade levelling course below approach slab complete as per drawing and technical specification (MoRT&H 14.10) 13.00 cum
22 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specification (MoRT&H 14.11) 26.16 cum
23 Drainage spouts complete as per drawing and techincal specification (MoRT&H no. 14.9) 18.00 each
24 4. MISCELLANIOUS Providing and constructing temporary island with working area & depth of water including royality of earth all complete job Assuming depth of water 4.0 m 1.00 No
25 Providing and constructing one span service road to reach island location from one pier location to another pier location all complete job 15.60 Mtr
26 Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) 11.25 Sqm
27 Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half ) 10000.00 Cm per hight/Ltr
28 PROTECTION Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 240.00 Cum
29 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 108.00 Cum
30 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 438.00 Cum
31 APPROACH ROAD Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2. (Approach and Diversion) 16135.00 Cum
32 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. 369.60 Cum
33 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Technical specification clause 406 353.29 Cum
34 Providing, laying, spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on subbase/base and compacting with the road roller to achieve the desire density.. WMM+1%OPC CEMENT+3.5% EMULSTION 105.00 Cum
35 Providing and applying tack coat with bitumen (VG-10) using Bitumen Pressure distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom . 1400.00 Sqm
36 Providing and laying bituminious concrete with Computerized hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix, transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H Specifications Clause 509 complete in all respects. 52.36 Cum
37 DIVERSION Brick soiling with straight overburnt brick laid and flat and dry including preparation of subgrade to prescribed camber and including supply of briks, filling joints, with local earth spreading blinding coats 1 cm. (3/8") deep of local earth of P.I. 5 to 7 or sand over the entire surface & including labour and T&P etc. required for proper completion of work. S.I No 762 (a) 2800.00 Sqm
38 Brick soiling with straight overburnt brick laid and flat and dry including preparation of subgrade to prescribed camber and including supply of briks, filling joints, with local earth spreading blinding coats 1 cm. (3/8") deep of local earth of P.I. 5 to 7 or sand over the entire surface & including labour and T&P etc. required for proper completion of work. but with bricks laid on edge. S.I. No. 762(b) 2800.00 Sqm
39 E/W in excavation in trenches for foundation in ordinary soil (Loam Clay or sand 1) including lift upto 1.5 m lead up to 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by Engineer i/c as per SOR item no. 251 (1A) of chapter 4 420.34 Cum
40 Laying of reinforced cement concrete pipe 1000mm dia NP3 for culverts/causeway on first class bedding of granular material in rows including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry and also excluding cost of NP-3 Hume Pipe.(Labour only) 160.00 Rm
41 Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. 45.97 Cum
42 Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 88.26 Cum
43 Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4 131.51 Sqm
Tender InquiryInquiry