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Cwe chm-98 2024-25 Special Rep, Chandimandir - Tender Details
Explore tender information for Cwe chm-98 2024-25 Special Rep in Chandimandir, including eligibility, deadlines, and bid specifics.
Military Engineer Services
Chandimandir, Haryana, India
NTID 38909903
Opening Date : Sat 8th February, 2025- Closing Date : Thu 6th February, 2025
- ₹ 6312000.00
- NTID 38909903
Cwe/chm-98/2024-25 Special Repair To Approach Road, At Chandimandir Mil Station Under Ge Chandimandir
Key Values: Document Cost: 1000.00 | EMD: 119680.00 | Estimated Cost: 6312000.00
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
119680.00 -
Document Cost
1000.00 -
Estimated Cost
6312000.00
BOQ Items Total Items : 30 | Total Qty : 6521.3
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | M&L for preparation of old black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the surface with gunny bags to remove all loose dust/ dirt complete all as specified and as directed by Engineer-in-charge. | 1171.00 | 10 SQM |
| 2 | M & L for Preparation of bituminous surface and Applying evenly a Tack Coat with Cationic Bitumen Emulsion RS-1 confirming to IS:8887 at a rate of application of 0.2-0.3 kg/sqm on bitumnous surface as specified in Table 500-5 of MoRT&H specification for road and bridge works 2013, using using mechanical sprayer after cleaning of existing sufaces complete all as specified and as directed by Engineer-in-charge. | 1171.00 | 10 SQM |
| 3 | Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0.7 - 1 kg/sqm on surface of WMM/ WBM as specified in Table 500-3 of MoRT&H specification for road and bridge works 2013, using mechanical sprayer complete all as specifed and directed by Engineer-in-Charge. | 33.00 | 10 SQM |
| 4 | M&L for Bituminous concrete (BC) 30 mm thick (consolidated thickness) layer conforming to clause 507 of MORT&H specifications for Road and Bridge work (Fifth Revision) including cost of coarse aggregates, fine aggregates, filler, with 5.5% binder (VG-30) contents by weight of total mix, crushed aggregate of grading 2, anti stripping agent, warm mix additives (quantity, quality and grade as per the approved job mix formula) etc, cleaning and pre-heating of the mineral aggregate, filler & bitumen of specific temperature throughly mixing with binder of specified bitumen content, anti stripping agent, warm mix additives as per mix design in hot mix plant (batch type), carrying the hot mixed materials by means of tipper, trucks or any other approved and and suitable arrangements, laying and hot premixed materials over the prepared surface by means of paver finisher including manual operation as and when required for proper grade, level and camber through rolling with power roller 8 to 10 tonnes smooth wheeled, vibratory and tandem roller with necessary hand packing and pinning to give an even surface .....Contd | 1171.00 | 10 SQM |
| 5 | contdd... including running expense of all plants and machineries, inclusive of proper traffic control during laying to the satisfaction of Engineer-in-charge, required quality control tests at required interval etc complete in all respects complete all as specified and directed. Notes : (i) The contractor shall quote the rate against item considering 5.5 % VG-30 bitumen content. Job Mix formula as per clause No. 505.3.3 of MORT&H specification for road and bridge work (Fifth Revision) for bituminous concrete shall be got designed from NIT/ CTL/ Govt Engg College and shall be got approved from GE in writing well before commencement of work without any financial effect to the department. Also the bitumen content shall not be less than 5.4 % by weight of total mix as per clause 507.2.5 of MoRT&H specifications (Fifth Revision). (ii) The cost of materials, transportation, Job mix formula form lab and testing charges for various tests as required are included in the unit rate quoted by the contractor. (iii) Cost of Filler i.e. rock dust, hydrated lime or cement is deemed to be included in unit rate. |
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