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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.9 LAccepted-AOC | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹23.5 L+₹1.6 L (7.30%)Rejected-AOC | L2 | Rejected-AOC Other than L1 Bidder | |
| 3 | L3₹26.8 L+₹4.9 L (22.2%)Rejected-AOC | L3 | Rejected-AOC Other than L1 Bidder | |
| 4 | L4₹27.9 L+₹6.0 L (27.4%)Rejected-AOC 0 MANPUR CHITBARAGAON CHITBARAGAON BALLIA UTTAR PRADESH 221713 | BALLIA | UTTAR PRADESH | 221713 | L4 | Rejected-AOC Other than L1 Bidder |
| Sl No | Description | Qty | Unit | MS SHAM ARMYSTORE L3 | NATIONAL TRADING COMPANY L4 | MS AAMIR FAROOQ BHAT L1 | Ankit Sagar L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking up gravelled macadam or bituminous macadam surfaces area not exc. 400 Sqm and depth exc. 50mm but not exc. 100mm deep, complete all as specified & directed. | 10 | 10 Sqm | 50 ₹500 Lowest | 100 ₹1,000 | 450 ₹4,500 | 600 ₹6,000 |
| 2.00 | 75 mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required using Granite, trap or basalt and rolled with 10 to 12 tonnes power roller, each layer will be consolidated separately and to required gradient and camber, complete all as specified. | 10 | 10 Sqm | 1,800 ₹18,000 Lowest | 1,800 ₹18,000 Lowest | 2,200 ₹22,000 | 2,000 ₹20,000 |
| 3.00 | Preparing water bound macadom surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with power sweeper or compressor to remove all loose dirt etc., applying evenly a priming/ tack coat with bituminous primer using paving bitumen at 10 kg per 10 sq metre of road surface Complete all as specified and as directed. | 10 | 10 Sqm | 600 ₹6,000 Lowest | 600 ₹6,000 Lowest | 600 ₹6,000 Lowest | 600 ₹6,000 Lowest |
| 4.00 | Preparing Black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with power sweeper or compressor to remove all loose dirt etc., applying evenly a priming/ tack coat with bituminous primer using paving bitumen at 05 kg per 10 sq metre of road surface Complete all as specified and as directed. | 204 | 10 Sqm | 700 ₹1,42,800 | 690 ₹1,40,760 | 300 ₹61,200 Lowest | 350 ₹71,400 |
| 5.00 | Bituminous premix semi-dense asphaltic concrete 30 mm consolidated thickness using paving bitumen VG-30 wiith 5.5% binder content by weight of total mix rolled and compacted to required camber and gradient complete and rolled with 8 to 10 tonne power roller complete all as specified and directed. Note:- (I) In case the binder contents by weight of total mix is less than 5.5% as per per actual design mix, The prices adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work. if the total binder contents as per design mix is more than 5.5% no prices adjustment shall be made for the same. (II) Job mix formula for Semi Dense asphaltic concrete shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE.
(iii) The Contractor shall submit certificate issued to Hot mix plant that plant is SDAC compliant before incorporating workat site. The Hot Mix plant visit has to be organized by Contractor for approval of GE.
(iv) The plant shall be automatic type which must have facility to print the details of composition of material incorporated with all batches of SDAC. | 180 | 10 Sqm | 4,500 ₹8,10,000 | 4,600 ₹8,28,000 | 4,200 ₹7,56,000 Lowest | 6,000 ₹10,80,000 |
| 6.00 | Bituminous premix semi-dense asphaltic concrete 40 mm consolidated thickness using paving bitumen VG-30 wiith 5.5% binder content by weight of total mix rolled and compacted to required camber and gradient complete and rolled with 8 to 10 tonne power roller complete all as specified and directed. Note:- (I) In case the binder contents by weight of total mix is less than 5.5% as per per actual design mix, The prices adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work. if the total binder contents as per design mix is more than 5.5% no prices adjustment shall be made for the same. (II) Job mix formula for Semi Dense asphaltic concrete shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE.
(iii) The Contractor shall submit certificate issued to Hot mix plant that plant is SDAC compliant before incorporating workat site. The Hot Mix plant visit has to be organized by Contractor for approval of GE.
(iv) The plant shall be automatic type which must have facility to print the details of composition of material incorporated with all batches of SDAC. | 10 | 10 Sqm | 6,000 ₹60,000 Lowest | 6,000 ₹60,000 Lowest | 6,000 ₹60,000 Lowest | 6,000 ₹60,000 Lowest |
| 7.00 | Providing premix bituminous macadam with 4% bitumen binder by weight of total mix laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) (paving bitumen VG-30) by weight of total mix spread, rolled and consolidated with 8 to 12 tonne power roller to required gradient and camber complete all as specified and directed. Note:- (I) In case the binder contents by weight of total mix is less than 4% as per per actual design mix, The prices adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work. if the total binder contents as per design mix is more than 4% no prices adjustment shall be made for the same. (II) Job mix formula for bituminous macadam shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE.
(iii) The Contractor shall submit certificate issued to Hot mix plant that plant is SDAC compliant before incorporating workat site. The Hot Mix plant visit has to be organized by Contractor for approval of GE.
(iv) The plant shall be automatic type which must have facility to print the details of composition of material incorporated with all batches of SDAC. | 12 | Cum | 9,000 ₹1,08,000 Lowest | 9,000 ₹1,08,000 Lowest | 12,000 ₹1,44,000 | 10,000 ₹1,20,000 |
| 8.00 | M&L for preparing bituminous surfaces of road and making 2.5mm thick centre lines, stop lines, dashes, arrows etc, and the like not exceeding than 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with specifal applicator machine all as per manufacturer's instruction including cleaning the surface by removing all dirt, dust & all other forein matters, demarcation at site and traffic control, complete all as specified and directed. | 1,100 | Rm | 470 ₹5,17,000 | 490 ₹5,39,000 | 100 ₹1,10,000 Lowest | 100 ₹1,10,000 Lowest |
| 9.00 | Supply and fix in repair 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 , .including all as specified anddirected | 150 | Each | 1,600 ₹2,40,000 Lowest | 1,700 ₹2,55,000 | 2,200 ₹3,30,000 | 2,000 ₹3,00,000 |
| 10.00 | 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. including removal of old cat eye ,complete all as specified and directed. | 100 | Each | 1,600 ₹1,60,000 | 1,650 ₹1,65,000 | 400 ₹40,000 Lowest | 500 ₹50,000 |
Tender Value
₹27.9 L
EMD Value
₹55,740
Closing Date
19 Jan 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE
HQ CWE Rajouri C/o 56 APO
SPL REPAIR TO ROAD AT UPPER NARIAN LOCATIONS UNDER GE 862 EWS
2025_MES_746379_1
CWE/RAJ-81/2025-26
Open Tender
Civil Works - Roads
Item Rate
120 days
GE 862 EWS
As per NIT
8 documents required · 8 mandatory
₹500
GE 862 EWS
₹55,740
Yes
4 Apr 2026
27 Dec 2025
26 Jan 2026
27 Dec 2025
19 Jan 2026
12 Jan 2026
Scarifying or picking up gravelled macadam or bituminous macadam surfaces area not exc. 400 Sqm and depth exc. 50mm but not exc. 100mm deep, complete all as specified & directed.
75 mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required using Granite, trap or basalt and rolled with 10 to 12 tonnes power roller, each layer will be consolidated separately and to required gradient and camber, complete all as specified.
Preparing water bound macadom surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with power sweeper or compressor to remove all loose dirt etc., applying evenly a priming/ tack coat with bituminous primer using paving bitumen at 10 kg per 10 sq metre of road surface Complete all as specified and as directed.
Preparing Black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with power sweeper or compressor to remove all loose dirt etc., applying evenly a priming/ tack coat with bituminous primer using paving bitumen at 05 kg per 10 sq metre of road surface Complete all as specified and as directed.
Bituminous premix semi-dense asphaltic concrete 30 mm consolidated thickness using paving bitumen VG-30 wiith 5.5% binder content by weight of total mix rolled and compacted to required camber and gradient complete and rolled with 8 to 10 tonne power roller complete all as specified and directed. Note:- (I) In case the binder contents by weight of total mix is less than 5.5% as per per actual design mix, The prices adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work. if the total binder contents as per design mix is more than 5.5% no prices adjustment shall be made for the same. (II) Job mix formula for Semi Dense asphaltic concrete shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE. (iii) The Contractor shall submit certificate issued to Hot mix plant that plant is SDAC compliant before incorporating workat site. The Hot Mix plant visit has to be organized by Contractor for approval of GE. (iv) The plant shall be automatic type which must have facility to print the details of composition of material incorporated with all batches of SDAC.
Bituminous premix semi-dense asphaltic concrete 40 mm consolidated thickness using paving bitumen VG-30 wiith 5.5% binder content by weight of total mix rolled and compacted to required camber and gradient complete and rolled with 8 to 10 tonne power roller complete all as specified and directed. Note:- (I) In case the binder contents by weight of total mix is less than 5.5% as per per actual design mix, The prices adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work. if the total binder contents as per design mix is more than 5.5% no prices adjustment shall be made for the same. (II) Job mix formula for Semi Dense asphaltic concrete shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE. (iii) The Contractor shall submit certificate issued to Hot mix plant that plant is SDAC compliant before incorporating workat site. The Hot Mix plant visit has to be organized by Contractor for approval of GE. (iv) The plant shall be automatic type which must have facility to print the details of composition of material incorporated with all batches of SDAC.
Providing premix bituminous macadam with 4% bitumen binder by weight of total mix laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) (paving bitumen VG-30) by weight of total mix spread, rolled and consolidated with 8 to 12 tonne power roller to required gradient and camber complete all as specified and directed. Note:- (I) In case the binder contents by weight of total mix is less than 4% as per per actual design mix, The prices adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work. if the total binder contents as per design mix is more than 4% no prices adjustment shall be made for the same. (II) Job mix formula for bituminous macadam shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE. (iii) The Contractor shall submit certificate issued to Hot mix plant that plant is SDAC compliant before incorporating workat site. The Hot Mix plant visit has to be organized by Contractor for approval of GE. (iv) The plant shall be automatic type which must have facility to print the details of composition of material incorporated with all batches of SDAC.
M&L for preparing bituminous surfaces of road and making 2.5mm thick centre lines, stop lines, dashes, arrows etc, and the like not exceeding than 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with specifal applicator machine all as per manufacturer's instruction including cleaning the surface by removing all dirt, dust & all other forein matters, demarcation at site and traffic control, complete all as specified and directed.
Supply and fix in repair 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 , .including all as specified anddirected
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. including removal of old cat eye ,complete 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, including removal of old unservicable complete all as specified and directed
Surface dressing not exceeding 15 cm deep in soft loose soil in road side berms including all necessary cutting / filling and finished to reqd size / shape all as specified and directed.
Moorum, Red bajri/ shingle as in berms,laid in layers not exceeding 15 cm thickness ,spread levelled and well rammed / rolled including watering complete all as specified .
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for and removing out side MD landcomplete all as specified .
Demolition of brickwork or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc., but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified.
100 mm thick PCC 1:5:10 (nominal mix), type E-2 using 40mm graded crushed stone aggregate as in foundations, filling, mass concrete and sub base, complete all as specified & directed.
PCC 1:3:6 (nominal mix), type C-2 using 40mm graded crushed stone aggregate as in foundations, filling, mass concrete and sub base of floor, complete all as specified & directed.
25 mm thick Sand filling under floors including watering, ramming and rolling, complete all as specified.
Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 Grade, set and joint with gray cement and no pigment complete all as specified.
PCC 1:2:4, nominal mix, type B-1, using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified.
Brickwork with sub-class ‘B’ bricks (old size), straight or curved on plan exc. 6m in mean radius, built in cement mortar 1:4, complete all as specified.
15mm thick plastering in cement mortar 1:4 on fair faces of brick surfaces or concrete surfaces, surface finished even and smooth without using extra cement, complete all as specified.
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc., complete all as specified.
Deduct Credit Amount as per Schedule of credit as details given on Srl Page No 19 of tender doucments.
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