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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₹35.0 LAccepted-AOC | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹41.5 L+₹5.4 L (14.8%)Rejected-AOC | L2 | Rejected-AOC Other than L1 Bidder |
| Sl No | Description | Qty | Unit | ASHFAQ AHMED MANHAS L2 | MS AAMIR FAROOQ BHAT L1 |
|---|---|---|---|---|---|
| 1.00 | Scarifying or picking up gravelled macadam or bituminous macadam surfaces area exc. 400 Sqm and depth exc. 50mm but not exc. 100mm deep, complete all as specified & directed. | 197.65 | 10 Sqm | 500 ₹98,825 | 400 ₹79,060 Lowest |
| 2.00 | Rolling and consolidating formation surfaces in cutting and scarifying part with 08 to 12 tonne power roller complete to required level, gradient, slop, camber, super elevation including filling depression and including approved earth which may occur during rolling process all as specified and directed. | 197.65 | 10 Sqm | 30 ₹5,929.5 | 25 ₹4,941.25 Lowest |
| 3.00 | 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. | 197.65 | 10 Sqm | 2,500 ₹4,94,125 | 1,800 ₹3,55,770 Lowest |
| 4.00 | 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. | 197.65 | 10 Sqm | 600 ₹1,18,590 Lowest | 700 ₹1,38,355 |
| 5.00 | 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. | 197.65 | 10 Sqm | 6,000 ₹11,85,900 Lowest | 6,500 ₹12,84,725 |
| 6.00 | 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. | 79.06 | Cum | 12,000 ₹9,48,720 | 9,000 ₹7,11,540 Lowest |
| 7.00 | Applying evenly a priming/ tack coat with bituminous primer using paving bitumen at 05 kg per 10 sq metre on top of bitumenus macadam for reciving bituminous carpet, complete all as specified and as directed. | 197.65 | 10 Sqm | 300 ₹59,295 Lowest | 300 ₹59,295 Lowest |
| 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. | 1,340 | Rm | 120 ₹1,60,800 | 100 ₹1,34,000 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 | 34 | Each | 1,800 ₹61,200 Lowest | 2,200 ₹74,800 |
| 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. | 134 | Each | 500 ₹67,000 | 400 ₹53,600 Lowest |
Tender Value
₹41.0 L
EMD Value
₹81,900
Closing Date
2 Dec 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE Rajouri
HQ CWE RAJOURI, C/o 56 APO
SPL REPAIR TO ROAD FROM NAIR GATE TO DIV REAR GATE AT RAJOURI UNDER GE 862 EWS
2025_MES_739205_1
CWE/RAJ-71/2025-26
Open Tender
Civil Works - Roads
Item Wise
120 days
GE 862EWS
As per Tender documents
8 documents required · 8 mandatory
₹50
Yes
GE 862EWS
₹81,900
Yes
27 Jan 2026
11 Nov 2025
10 Dec 2025
11 Nov 2025
2 Dec 2025
25 Nov 2025
Amount
Scarifying or picking up gravelled macadam or bituminous macadam surfaces area exc. 400 Sqm and depth exc. 50mm but not exc. 100mm deep, complete all as specified & directed.
Rolling and consolidating formation surfaces in cutting and scarifying part with 08 to 12 tonne power roller complete to required level, gradient, slop, camber, super elevation including filling depression and including approved earth which may occur during rolling process all as specified and 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.
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.
Applying evenly a priming/ tack coat with bituminous primer using paving bitumen at 05 kg per 10 sq metre on top of bitumenus macadam for reciving bituminous carpet, complete all as specified and as directed.
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
Dual Directional Speed Breaker having high intensity cube corner refector ultra sonic welded to high impact resitant radious plaster body of colour yellow and block of size 250 x 345 x 50 mm high provided with 120 mm for fixing to row by hammering shape of side body to have interlocking pattern to all speed breaker in a row, including removal of unservicable speed Braker, complete all as specified and as directed.
S & F in replacement of Road safety covex mirror of high quality dia 60 cm convex mirror polycarbonate reflected mirror AMS/fiber/plastic Made up of polycarbonate Reflective Mirror Body is made of ABS/Fiber/ Plastic Suitable for indoor/Outdoor use with hood complete with mounting hardware complete all as specified & directed.
Manufacturing, supplying and fixing in replacement of Retro reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat and erection of fabricated sign board in PCC bed block of size 0.45x0.45x0.6m (using PCC 1:3:6 Type C2) including necessary earth work complete in all respects as per direction of Engineer-in-charge.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including demolition of old kerb stones and removing debries and making good surface and drainage opening wherever required complete as per direction of Engineer-in-charge ( Length of finished kerb edging shall be measured for payment)
Deduct Credit Amount as per Schedule of credit as details given on Srl Page No 19 of tender doucments.
ASHFAQ AHMED MANHAS (BID ID -3493533)
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