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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.1 LAccepted-AOC VILL P O MIRAGPUR DISTT SAHARANPUR 247554 U P | SAHARANPUR | UTTAR PRADESH | 247554 | ₹57.1 L Quoted ₹57.9 L | L1 | Accepted-AOC being L1 Bidder |
| 2 | L2₹80.1 L+₹22.1 L (38.2%)Rejected-Finance 145H 2G AQAMA MODEL APARTMENT LUKERGANJ PRAYAGRAJ UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹80.1 L+₹22.1 L (38.2%) | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹1.2 Cr+₹57.6 L (99.5%)Rejected-Finance | ₹1.2 Cr+₹57.6 L (99.5%) | L3 | Rejected-Finance Not Lowest |
| 4 | L4₹1.2 Cr+₹58.0 L (100.1%)Rejected-Finance 160 PREM NAGAR BAREILLY | ₹1.2 Cr+₹58.0 L (100.1%) | L4 | Rejected-Finance Not Lowest |
| 5 | L5₹1.2 Cr+₹60.0 L (103.6%)Rejected-Finance 110B CIVIL LINES BAREILLY 243001 UP | BAREILLY | UTTAR PRADESH | 243001 | ₹1.2 Cr+₹60.0 L (103.6%) | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | yash enterprises L2 | Shikhar ji Enterprises L7 | M/S Rajeev Sharma and Co. L5 | Builders Harpal L4 | MOHINDER SINGH AND SONS L6 | sath sahib associates L1 | TEAM ACC INFRABUILD PRIVATE LIMITED L3 | Quality Builders L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 374.53 | Per 10 Sqm | 30 ₹11,235.9 Lowest | 800 ₹2,99,624 | 600 ₹2,24,718 | 550 ₹2,05,991.5 | 800 ₹2,99,624 | 50 ₹18,726.5 | 500 ₹1,87,265 | 800 ₹2,99,624 |
| 2.00 | M & L 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. | 374.53 | Per 10 Sqm | 2,000 ₹7,49,060 | 4,600 ₹17,22,838 | 4,200 ₹15,73,026 | 4,200 ₹15,73,026 | 4,600 ₹17,22,838 | 1,200 ₹4,49,436 Lowest | 3,500 ₹13,10,855 | 5,300 ₹19,85,009 |
| 3.00 | M&L in replacement 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. | 1.7 | Per 10 Sqm | 3,500 ₹5,950 | 3,200 ₹5,440 | 2,600 ₹4,420 | 2,800 ₹4,760 | 3,200 ₹5,440 | 1,000 ₹1,700 Lowest | 1,000 ₹1,700 Lowest | 4,000 ₹6,800 |
| 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 all as specified and directed. | 374.53 | Per 10 Sqm | 20 ₹7,490.6 Lowest | 450 ₹1,68,538.5 | 500 ₹1,87,265 | 400 ₹1,49,812 | 450 ₹1,68,538.5 | 100 ₹37,453 | 500 ₹1,87,265 | 650 ₹2,43,444.5 |
| 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. | 374.53 | Per 10 Sqm | 575 ₹2,15,354.75 | 580 ₹2,17,227.4 | 600 ₹2,24,718 | 700 ₹2,62,171 | 580 ₹2,17,227.4 | 200 ₹74,906 Lowest | 850 ₹3,18,350.5 | 700 ₹2,62,171 |
| 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. | 543.05 | Per 10 Sqm | 275 ₹1,49,338.75 | 650 ₹3,52,982.5 | 550 ₹2,98,677.5 | 500 ₹2,71,525 | 650 ₹3,52,982.5 | 150 ₹81,457.5 Lowest | 650 ₹3,52,982.5 | 800 ₹4,34,440 |
| 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) | 328.26 | CUM | 8,625 ₹28,31,242.5 | 7,800 ₹25,60,428 | 9,000 ₹29,54,340 | 8,300 ₹27,24,558 | 7,800 ₹25,60,428 | 4,000 ₹13,13,040 Lowest | 6,500 ₹21,33,690 | 7,000 ₹22,97,820 |
| 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. | 875.05 | Per 10 Sqm | 3,200 ₹28,00,160 | 4,600 ₹40,25,230 | 4,200 ₹36,75,210 | 4,380 ₹38,32,719 | 4,510 ₹39,46,475.5 | 2,900 ₹25,37,645 Lowest | 4,850 ₹42,43,992.5 | 5,000 ₹43,75,250 |
| 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. | 562 | Each | 300 ₹1,68,600 | 550 ₹3,09,100 | 600 ₹3,37,200 | 650 ₹3,65,300 | 550 ₹3,09,100 | 200 ₹1,12,400 Lowest | 950 ₹5,33,900 | 650 ₹3,65,300 |
| 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 | 189 | Each | 1,200 ₹2,26,800 | 2,100 ₹3,96,900 | 2,200 ₹4,15,800 | 1,800 ₹3,40,200 | 2,100 ₹3,96,900 | 1,000 ₹1,89,000 Lowest | 2,150 ₹4,06,350 | 2,300 ₹4,34,700 |
Tender Value
₹1.1 Cr
EMD Value
₹1.8 L
Closing Date
3 Jul 2025, 6:00 pmClosed
CWE Bareilly
HQ CWE Bareilly
CWE BLY/GE(E)/05 of 25-26 SPL REPAIR TO ROAD IN BETWEEN CATTLE TRI JUNCTION TO GCRC TILL CHAFF CUTTER MACHINE, , BETWEEN SHERGALI TO CHANMARI AND TOWARDS EAST BLOCK, BETWEEN 30 ACRE PLOT TO 50 ACRE PLOT PULIYA AT MANPUR, SHERGALI TWOARDS THNADI SADAK
2025_MES_711292_1
8200/B/839/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
Hempur
As per NIT
6 documents required · 6 mandatory
₹1,000
GE (East) Bareilly
₹1.8 L
Yes
30 Aug 2025
29 May 2025
9 Jul 2025
29 May 2025
3 Jul 2025
19 Jun 2025
Amount
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.
M & L 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.
M&L in replacement 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.
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 all as specified and directed.
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.
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.
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)
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.
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.
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
Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed
M&L for cement Concrete coloured interlocking paver blocks shall be factory made with casting in rubber/pvc moulds & compacting on a vibro table assembly and shall be cured in curing tank for atleast 14 days and then air dried before use. The paver block shall be confirming to IS 15658 -2006 of 80mm thickness, M-40 Grade. Approved design, shape, size and colour of top layer, over and including 100 mm thick PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in sub base floor / pavings with 40mm Sand cushioning, PCC type C-1,1:3:6 ( 20mm graded stone aggregate) as in copings, packing around interlocking paver blocks and Demolition of Concrete is ground floors any pavings complete all as specified and directed.
M&L for painting lines, dashes, arrows, letters etc on roads, pavements and like etc exc by providing 2.50mm thick thermoplastic hot applying paint of approved make of road marking of approved shade and shape with automated machine adhering of exc 10cm wide complete all as specified and directed.
S & F moorum/bajri filling 100 mm thckness spread rolled and consolidated to gradient and camber required complete all as specified and directed.
yash enterprises (BID ID -3338030)
TEAM ACC INFRABUILD PRIVATE LIMITED (BID ID -3344774)
Builders Harpal (BID ID -3346097)
M/S Rajeev Sharma and Co. (BID ID -3345837)
MOHINDER SINGH AND SONS (BID ID -3346197)
Shikhar ji Enterprises (BID ID -3345652)
Quality Builders (BID ID -3346240)
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