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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₹35.9 LAccepted-AOC | L1 | Accepted-AOC L1 bidder | |
| 2 | L2₹37.5 L+₹1.1 L (3.03%)Rejected-AOC NEAR R K HOTEL DISTRICT POONCH J K PIN 185101 | POONCH | POONCH | JAMMU AND KASHMIR | 185101 | L2 | Rejected-AOC Other than L1 bidder | |
| 3 | L3₹37.5 L+₹1.1 L (3.03%)Rejected-AOC | L3 | Rejected-AOC Other than L1 bidder |
| Sl No | Description | Qty | Unit | M/S RAJINDER KUMAR L2 | MS SHAM ARMYSTORE L3 | MS AAMIR FAROOQ BHAT L1 |
|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking up gravelled macadam or bituminous macadam surfaces area not exc. 400 Sqm and depth not exc. 50mm deep, complete all as specified & directed. | 90 | 10 Sqm | 100 ₹9,000 | 40 ₹3,600 Lowest | 100 ₹9,000 |
| 2.00 | 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. | 32 | 10 Sqm | 200 ₹6,400 | 50 ₹1,600 Lowest | 200 ₹6,400 |
| 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. | 32 | 10 Sqm | 3,000 ₹96,000 | 2,300 ₹73,600 | 1,600 ₹51,200 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. | 32 | 10 Sqm | 1,000 ₹32,000 | 50 ₹1,600 Lowest | 700 ₹22,400 |
| 5.00 | 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 5 kg per 10 sq metre of road surface, complete all as specified and as directed. | 470 | 10 Sqm | 800 ₹3,76,000 | 40 ₹18,800 Lowest | 300 ₹1,41,000 |
| 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. | 32 | 10 Sqm | 6,000 ₹1,92,000 | 5,570 ₹1,78,240 | 5,000 ₹1,60,000 Lowest |
| 7.00 | Bituminous premix semi-dense asphaltic concrete 30mm 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. | 380 | 10 Sqm | 3,900 ₹14,82,000 Lowest | 5,085 ₹19,32,300 | 4,000 ₹15,20,000 |
| 8.00 | 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 25mm in depth, making good by applying bituminous tack coat @ 5 Kg per 10 Sqm, putting in premixed bituminous macadam using paving bitumen (Grade VG-10) @ 4% by weight of total mix, mixed in hot mix plant, well rammed and sealed with binder 9.8 Kg per 10 Sqm, blinded with 0.09 Cum of stone chippings, 6.3mm size and again well rammed, depth of pot holes n exc. 30mm, complete all as specified & directed. | 4 | 10 Sqm | 5,000 ₹20,000 | 50 ₹200 Lowest | 2,000 ₹8,000 |
| 9.00 | 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. | 45 | Cum | 10,000 ₹4,50,000 | 9,000 ₹4,05,000 Lowest | 9,000 ₹4,05,000 Lowest |
| 10.00 | Thermoplastic paint on black top surface or existing painted surfaces applied hot mixing plant of heating of thermo plastic material to a standard temparature with gas and laying standard thickness of approx 2.5 mm by using thermo plastic material @ 6.5 Kg/Sqm and glass beads @ 250 Gms/Sqm complete all as specified and directed. | 250 | Sqm | 700 ₹1,75,000 | 650 ₹1,62,500 | 600 ₹1,50,000 Lowest |
Tender Value
₹40.4 L
EMD Value
₹80,820
Closing Date
16 Aug 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 OF ROAD FROM NEAR MAIN GATE TO NEAR BLDG NO P 01 COOK HOUSE AND OFFICER ACCN TO NEAR UNIT RELIGIOUS BLDG ON PARALLEL TO RIVER AT TAIN LOCATION UNDER AGE BR DETT A OF GE 862 EWS
2025_MES_719388_1
CWE/RAJ-32/2025-26
Open Tender
Civil Works - Roads
Item Rate
120 days
GE 862 EWS
As per tender documents
8 documents required · 8 mandatory
₹500
Yes
GE 862 EWS
₹80,820
Yes
18 Sept 2025
9 Jul 2025
23 Aug 2025
9 Jul 2025
16 Aug 2025
2 Aug 2025
Amount
Scarifying or picking up gravelled macadam or bituminous macadam surfaces area not exc. 400 Sqm and depth not exc. 50mm deep, complete all as specified & directed.
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 5 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.
Bituminous premix semi-dense asphaltic concrete 30mm 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.
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 25mm in depth, making good by applying bituminous tack coat @ 5 Kg per 10 Sqm, putting in premixed bituminous macadam using paving bitumen (Grade VG-10) @ 4% by weight of total mix, mixed in hot mix plant, well rammed and sealed with binder 9.8 Kg per 10 Sqm, blinded with 0.09 Cum of stone chippings, 6.3mm size and again well rammed, depth of pot holes n exc. 30mm, complete all as specified & directed.
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.
Thermoplastic paint on black top surface or existing painted surfaces applied hot mixing plant of heating of thermo plastic material to a standard temparature with gas and laying standard thickness of approx 2.5 mm by using thermo plastic material @ 6.5 Kg/Sqm and glass beads @ 250 Gms/Sqm 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 30 cm deep and averaging 15 cm in soft loose soil in road side berms including all necessary cutting / filling and finished to reqd size / shape all as spfd and directed.
Moorum/Red bajri, spread rolled and consolidated to gradient and camber required, spread thickness 150mm, complete all as specified & directed.
Laying continous brick edging with width equal to the width of the brick , laid on end vertically with old size bricks including taking out of broken / crushed brick bats etc.complete all as specified & directed.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cementconcrete 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 groove (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required . complete all as specified.
Preparation of new or previously Untreated concrete/ bitumen surfaces of any description , and applying Adequate No. of coats of road marking Paint white or golden yellow colour lines, dashes, arrows, letters, exc 10cm width or girth, complete all as specified and directed.
Preparation of new or previously Untreated concrete/ bitumen surfaces of any description , and applying one coats of road marking Paint white or golden yellow colour lines, dashes, arrows, letters, exc 10cm width or girth, complete all as specified and directed.
Demolition of stone or brick masonry built in cement mortar including all quoins, arches etc. but excluding ashlar facing, dressed stone work etc, complete all as specified.
Demolition of cement concrete in ground floors and paving not exceeding 15cm thickness (below or above ground level) un-reinforced, complete all as specified.
PCC 1:4:8 (nominal mix), type D-2 using 40mm graded crushed stone aggregate as in foundations, filling, mass concrete and sub base of floor, complete all as specified & directed.
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.
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.
PCC 1:2:4, nominal mix, type B1, using 20 mm graded crushed stone aggregate as in surface channel and drains, including necessary form work, complete all as specified.
Deduct Credit Amount as per Schedule of credit as details given on Srl Page No 19(R) of tender doucments.
M/S RAJINDER KUMAR (BID ID -3388449)
MS SHAM ARMYSTORE (BID ID -3383334)
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