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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹29.2 LAccepted-AOC | ₹29.2 L Quoted ₹29.5 L | L-1 | Accepted-AOC Being L-1 |
| 2 | L-2₹33.6 L+₹4.1 L (13.8%)Rejected-AOC 1723 GUPTA AND SONS SECTOR 39 B CHANDIGARH CHANDIGARH CHANDIGARH 160036 UDYAM CH 01 0042756 | CHANDIGARH | CHANDIGARH | 160036 | ₹33.6 L+₹4.1 L (13.8%) | L-2 | Rejected-AOC Other than L-1 |
| 3 | L-3₹44.3 L+₹14.8 L (50.0%)Rejected-AOC | ₹44.3 L+₹14.8 L (50.0%) | L-3 | Rejected-AOC Other than L-1 |
| Sl No | Description | Qty | Unit | M/S Gupta and Sons L2 | M/s Krishan Aggarwal L3 | JAY TEE KAY INFRA L1 |
|---|---|---|---|---|---|---|
| 1.00 | Preparation of black top surfaces by brushing with wire brushes, sweeping with brooms and finally fanning the clean ssurface with gunny bag with remove loose dirt etc. complete all as specified and as directed by Engineer-in-Charge. | 750 | 10 SQM | 10 ₹7,500 Lowest | 80 ₹60,000 | 20 ₹15,000 |
| 2.00 | Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MoRT&H specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and as directed by Engineer-in-Charge. | 760 | 10 SQM | 150 ₹1,14,000 Lowest | 490 ₹3,72,400 | 150 ₹1,14,000 Lowest |
| 3.00 | M&L for Bitumenous 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 5.4% 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 contect, anti stripping agent, warm mix additives as per mix design in hot mix plant (batch type) of 100-120 TPH capacity, 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, including level and camber through rolling with power roller 8 to 12 tonnes smooth wheeled, vibratory and tendem roller with necessary hand packing and pinning to give an even surface
Contd../- | 760 | 10 SQM | 2,800 ₹21,28,000 | 2,400 ₹18,24,000 Lowest | 2,400 ₹18,24,000 Lowest |
| 3.01Contd.. 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 by Engineer-in-Charge. Notes : (i) 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. | ||||||
| 3.02Notes :(iv) if qty of binder contents is less than the qty as specified in respective items of BOQ, it shall be adjusted at supply only rates of paving bitumen @ Rs. 55.00 Per KG and if qty of binder contents is more than the qty as specified is respective items of BOQ, no adjustment shall be made. (v) After spreading of mix as per clause 507.4.7 of MoRT&H specification entire surface during the operation shall be rolled with road roller 8-10 tonnes (smooth wheeled) followed with vibratory road roller of 8-10 tonnes static weight, followed by finish rolling with 6 to 8 tonnes smooth wheeled tandem roller as per clause no. 507.4.8 of MoRT&H specifications (Fifth Revision) and the cost of the same shall be deemed to be included in the quoted rate. | ||||||
| 4.00 | Applying evenly a prime coat of Cationic Bitumen Emulsion SS-1 conforming 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 specified and as directed by Engineer-in-charge. | 10 | 10 SQM | 400 ₹4,000 | 4,000 ₹40,000 | 200 ₹2,000 Lowest |
| 5.00 | M&L for Providing, laying & Compaction of bituminious, macadam (BM) compacted thickness 50 mm thick conforming to clause 504 of MoRT&H specification for road and bridges works (Fifth Revision) using mechanically crushed stone aggregates and granual material etc of grading II as per Table 500-7 of MoRT&H specification for Road and Bridges work (Fifth revision) Premixed with bituminious binder bitumen grade VG-30 @3.4% (percent by weight of total mix) prepared in batch type Hot Mix Plant transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density complete all as specified and directed by Engineer-in-charge. | 10 | CUM | 5,000 ₹50,000 | 8,500 ₹85,000 | 4,000 ₹40,000 Lowest |
| 5.01Notes : (i) Mix Design for Bituminous macadam 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 3.4% by weight of total mix as per clause 504.2.4 of MoRT&H specifications (Fifth Revision). (ii) If qty of binder contents is less than the qty as specified in respective items of BOQ, it shall be adjusted at supply only rates of paving bitumen @ Rs. 55.00 Per KG and if qty of binder contents is more than the qty as specified is respective items of BOQ no adjustment shall be made. | ||||||
| 6.00 | Repair to potholes any depth, not exceeding 1 sqm each including sweeping free from dust and mud, or water, scouring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened and graded road metal, watering and well ramming (including supply of road metal) complete all as specified and as directed by Engineer-in-charge. | 10 | 10 SQM | 1,500 ₹15,000 | 1,800 ₹18,000 | 900 ₹9,000 Lowest |
| 7.00 | Supply and fix in repair solar cat eye/solar stud, aluminum alloy shell (100% water proofing design of size 125 mm x 125 mm x 25 mm (shank 65 mm) of high efficiency Mono crystaline solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufacturer's instructions etc. complete all as specified and as directed by Engineer-in-charge. | 225 | EACH | 1,500 ₹3,37,500 Lowest | 1,900 ₹4,27,500 | 1,500 ₹3,37,500 Lowest |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
27 Sept 2025, 6:00 pmClosed
CWE Chandimandir
HQ CWE Chandimandir, PIN-134107
CWE/CHM(U)-85/2025-26 SPECIAL REPAIR TO ROAD FROM COMMAND HOSPITAL (WC) ENTRY GATE TO ROCK FOUNTAIN NEAR SHAHEED CHOWK UNDER AGE B/R (CH) OF GE (U) CHANDIMANDIR
2025_MES_728611_1
CWE/CHM(U)-85/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
GE (U) Chandimandir
Class D, Cate a(v)
9 documents required · 9 mandatory
₹500
GE (U) Chandimandir
₹87,000
19 Nov 2025
30 Aug 2025
4 Oct 2025
30 Aug 2025
27 Sept 2025
13 Sept 2025
30 Aug 2025 - 5 Sept 2025
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