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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.5 LAccepted-AOC 00 LALPUR KICHHA ROAD RUDRAPUR KICHHA RUDRAPUR UDHAM SINGH NAGAR UTTARAKHAND 263148 | UDAM SINGH NAGAR | UTTARAKHAND | 263148 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹40.0 L+₹7.5 L (23.0%)Rejected-Finance | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹42.8 L+₹10.2 L (31.4%)Rejected-Finance 10 MAKHAN LAL SADHUKHAN LANE PO PS BARRACKPORE KOLKATA 700120 W B | KOLKATA | NORTH 24 PARGANAS | WEST BENGAL | 700120 | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹44.3 L+₹11.7 L (36.0%)Rejected-Finance | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹44.6 L+₹12.0 L (37.0%)Rejected-Finance C O MODERN FURNITURE B I BAZAR BAREILLY CANTT BAREILLY 243001 UP | BAREILLY | BAREILLY | UP | 243001 | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | s r enterprises L1 | S S CONSTRUCTION CO L6 | UTTRAKHAND BUILDERS L9 | M/S ARORA ENTERPRISES L11 | R K CONSTRUCTION L3 | M/S SAJJAD HUSSAIN CONTRACTOR L10 | D K THUKRAL AND SONS L5 | M/S SATISH KUMAR JAIN L4 | VISHAL CONSTRUCTIONS L7 | SHIV SAI ENTERPRISES L8 | SANJAY B SHARMA L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled macadam or bituminous macadam surface in area exc 400 sqm and exc 50mm & n. exc 100 mm deep complete all as specified and directed. | 18 | 10 Sqm | 100 ₹1,800 | 75 ₹1,350 | 98 ₹1,764 | 100 ₹1,800 | 60 ₹1,080 Lowest | 200 ₹3,600 | 80 ₹1,440 | 80 ₹1,440 | 86 ₹1,548 | 100 ₹1,800 | 500 ₹9,000 |
| 2.00 | M&L for 75 mm thick (compacted thickness) water bound meccadam (WBM) with coarse aggregates of grading (Granite trap or Basalt) 2 (63 to 40mm size) or of grading (50 to 20mm size), spread, rolled and consolidated to gradient, camber, level and super elevation with 8 to 12 tonne power roller, complete all as specified and directed. | 18 | 10 Sqm | 1,000 ₹18,000 Lowest | 1,488 ₹26,784 | 2,503 ₹45,054 | 1,900 ₹34,200 | 1,950 ₹35,100 | 2,400 ₹43,200 | 1,500 ₹27,000 | 1,400 ₹25,200 | 1,500 ₹27,000 | 1,900 ₹34,200 | 2,000 ₹36,000 |
| 3.00 | M&L repair to pot holes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) and making good by applying tack coat with bituminous primer VG-10 @ 5 kg per 10 sq m, putting in premix bituminious macadom well rammed and sealed with premixed sand seal coat (9.8 kg of binder with 0.09 cum of stone chipping, 6.3mm size), again well rammed (including supply of premixed macadam, binder and chipping) depth of potholes exc 30 mm complete all as specified and directed. | 2 | 10 Sqm | 500 ₹1,000 Lowest | 1,680 ₹3,360 | 1,985 ₹3,970 | 2,000 ₹4,000 | 1,450 ₹2,900 | 1,500 ₹3,000 | 1,750 ₹3,500 | 1,650 ₹3,300 | 1,600 ₹3,200 | 1,400 ₹2,800 | 500 ₹1,000 Lowest |
| 4.00 | Preparing water bond macadam top surface by brushing with hard wire brushes for removing caked mud vegitation etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirts (up to 1.0 mtr from the edges of road both side) etc complete all as specified and directed. | 18 | 10 Sqm | 100 ₹1,800 Lowest | 1,080 ₹19,440 | 365 ₹6,570 | 350 ₹6,300 | 1,850 ₹33,300 | 300 ₹5,400 | 1,200 ₹21,600 | 1,200 ₹21,600 | 1,050 ₹18,900 | 350 ₹6,300 | 100 ₹1,800 Lowest |
| 5.00 | M & L for applying evenly a priming/tack coat with bituminous primer @10 kg per 10 Sqm using 80/100 paving bitumen VG 10 grading all as specified and directed. | 18 | 10 Sqm | 300 ₹5,400 Lowest | 325 ₹5,850 | 428 ₹7,704 | 450 ₹8,100 | 300 ₹5,400 Lowest | 450 ₹8,100 | 350 ₹6,300 | 350 ₹6,300 | 350 ₹6,300 | 450 ₹8,100 | 700 ₹12,600 |
| 6.00 | M&L for preparing black top surfaces of road by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and Applying evenly a priming/ tack coat with bituminous primer at 5 kg per 10 sq metre VG-10 (Paving bitumen) complete all as specified and directed. | 705.6 | 10 Sqm | 200 ₹1,41,120 Lowest | 350 ₹2,46,960 | 438 ₹3,09,052.8 | 450 ₹3,17,520 | 300 ₹2,11,680 | 250 ₹1,76,400 | 350 ₹2,46,960 | 350 ₹2,46,960 | 335 ₹2,36,376 | 450 ₹3,17,520 | 200 ₹1,41,120 Lowest |
| 7.00 | M&L for Premix bituminous, macadam with binder content of 4% by weight of total mix using paving bitumen VG-30 grade, laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed. Note :(i) Aggregates for Bituminous works shall confirm to clause No 20 B 2.5 of SSR 2009 Part- I (Specifications) | 60 | CUM | 4,000 ₹2,40,000 Lowest | 7,050 ₹4,23,000 | 7,850 ₹4,71,000 | 7,900 ₹4,74,000 | 7,500 ₹4,50,000 | 8,500 ₹5,10,000 | 8,000 ₹4,80,000 | 7,500 ₹4,50,000 | 6,700 ₹4,02,000 | 6,500 ₹3,90,000 | 7,550 ₹4,53,000 |
| 8.00 | M&L for bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5% binder content of paving bitumen (VG-30 grade) by weight of total mix, rolled and compacted, mixed in mechanical hot mixed plant and premixed material, laid with mechanical paver finished including rolling to required camber and gradient complete with 8 to 10 tone power roller to required compaction complete all as specified and directed.
Note :(i) Design Mix for SDAC shall be carried out through an authorised testing lab and the cost of testing shall be included in quoted rate.
(ii) Aggregates for Bituminous works shall confirm to clause No 20 B 2.5 of SSR 2009 Part- I (Specifications) Note for item No. 7 & 8: Based on job mix formula, in case the binder content (i.e. Bitumen) is less than the content specified under these items then a minus adjustment @ Rs 40/- per kg of bitumen (less consumed) shall be applied on the quoted rate of contractor against these items, hence the quoted rate of contractor shall be reduced based on less content of bitumen required as per job mix formula. However, no price adjustment on plus side shall be made for increase of quantity of bitumen in case of required as per job mix formula. | 882 | 10 Sqm | 2,900 ₹25,57,800 Lowest | 3,900 ₹34,39,800 | 4,325 ₹38,14,650 | 4,500 ₹39,69,000 | 3,700 ₹32,63,400 | 4,450 ₹39,24,900 | 3,850 ₹33,95,700 | 3,850 ₹33,95,700 | 3,900 ₹34,39,800 | 4,000 ₹35,28,000 | 3,500 ₹30,87,000 |
| 9.00 | Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions. | 60 | Each | 250 ₹15,000 | 425 ₹25,500 | 500 ₹30,000 | 500 ₹30,000 | 440 ₹26,400 | 600 ₹36,000 | 450 ₹27,000 | 450 ₹27,000 | 450 ₹27,000 | 500 ₹30,000 | 200 ₹12,000 Lowest |
| 10.00 | Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie 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 manufactures instructions etc. all as specified and directed | 25 | Each | 1,000 ₹25,000 Lowest | 1,300 ₹32,500 | 1,245 ₹31,125 | 1,250 ₹31,250 | 1,250 ₹31,250 | 1,500 ₹37,500 | 1,450 ₹36,250 | 1,400 ₹35,000 | 1,500 ₹37,500 | 1,250 ₹31,250 | 1,200 ₹30,000 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
24 Oct 2025, 6:00 pmClosed
CWE Bareilly
HEADQUARTERS, COMMANDER WORKS ENGINEER, MILITARY ENGINEER SERVICES, STATION ROAD, BAREILLY CANTT, PIN 243001
CA NO.CWE BLY/ GE (E) /46 OF 2025-26MAINT AND REPAIR OF ROADS AND ROAD FURNITURE IN MES COMPLEX AND DEPOT AREA AT RTS AND DEPOT UNDER GE (EAST) BAREILLY
2025_MES_726111_2
8200/B/867/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
Hempur
AS per NIT
7 documents required · 7 mandatory
₹500
GE (East) Bareilly
₹90,000
Yes
8 Dec 2025
10 Oct 2025
31 Oct 2025
10 Oct 2025
24 Oct 2025
17 Oct 2025
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