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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.2 LAccepted-AOC RAILWAY COLONY NOWGAM SRINAGAR JAMMU AND KASHMIR 190015 | BUDGAM | JAMMU AND KASHMIR | 190015 | ₹99.2 L Quoted ₹99.4 L | L1 | Accepted-AOC Accepted being lowest as per NIT |
| 2 | L2₹1.0 CrRejected-Finance KRAL PORA BAGH I MEHTAB NEAR MANCHOWA PETROL PUMP DISTRICT BUDGAM 190019 J K | BUDGAM | BUDGAM | J K | 190019 | ₹1.0 Cr | L2 | Rejected-Finance Rejected being L2 bidder |
| 3 | L3₹1.1 CrRejected-Finance | ₹1.1 Cr | L3 | Rejected-Finance Rejected being L3 bidder |
| 4 | L4₹1.6 CrRejected-Finance | ₹1.6 Cr | L4 | Rejected-Finance Rejected being L4 bidder |
| 5 | Rejected-Technical AWANTA BHAWAN SOURA SRINAGAR 190011 J K | SRINAGAR | JAMMU AND KASHMIR | 190011 | - | - | Rejected-Technical Remark No is endorsed against firm on WLR and firm did not uploaded any order of Accepting officer in compliance to Court Order Hence Not Recommended |
| Sl No | Description | Qty | Unit | M/S HI-TECH ENGINEERS L4 | M/S SMA and SONS CONSTRUCTIONS L3 | M/S RATHER CONSTRUCTION CO L2 | AHMED CONSTRUCTIONS AND INFRA PVT LTD L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 Sqm and exc 50mm and n.exc 100mm deep, removal of debris complete all as specified and directed. | 300 | 10 Sqm | 500 ₹1.5 L | 10 ₹3,000 | 500 ₹1.5 L | 50 ₹15,000 |
| 2.00 | M&L 150 mm thick (compacted thickness) WBM in Two layers of 75mm each (compacted) on with coarse aggregates of grading 2 (63 to 40 mm size) lime stone, sand stone flint or quartzite, spread, rolled and consolidated to gradient and camber required with 8 to 12 Tonne power roller and Preparing surfaces 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 @ 10 Kg/10 Sqm using paving bitumen (VG-10) by mechanical sprayer complete all as specified and directed. | 270 | 10 Sqm | 4,000 ₹10.8 L | 2,500 ₹6.8 L | 2,000 ₹5.4 L | 1,500 ₹4.0 L |
| 3.00 | All as per ser item No 2 here-in-before but except material.
Note :- Old serviceable material retrieved from ser item No 01 here-in-before shall be reused. | 30 | 10 Sqm | 230 ₹6,900 | 500 ₹15,000 | 1,000 ₹30,000 | 400 ₹12,000 |
| 4.00 | M&L for premix bituminous macadam using mechanically crushed stone aggregates mixed with paving bitumen (VG-30) @ 4% by weight of total mix in average thickness of 75mm, using aggregate as specified in clause 20.B.2.5 of MES Sch Part-I, rolled and compacted with 8 to 10 tonne power roller to required gradient and camber complete all as specified and directed.
Note: (i) Hot mix plant of adequate capacity shall be used for heating and mixing of constituents for preparation of bituminous macadam and the same shall be laid with mechanical sensor paver all as specified and directed.
(ii) Over newly provided bituminous macadam surfaces, further bituminous work, if ordered, shall be provided simultaneously after provision of bituminous macadam & no separate payment for provision of tack coat for bonding between the bituminous macadam & further bituminous work necessitated due to the time period gap or otherwise shall be made for separately
(iii) The cost of all the above aspects shall be deemed to be included in the quoted rates of above item.
(iv) The design mix shall be carried out from the Zonal lab/ Govt approved lab/Govt Engr College as approved by GE and design mix shall be got approved by GE before incorporation in work and testing charges shall also be borne by the contractor.
(v) The contents of bitumen specified is the maximum content and in case, the quantity of bitumen required is less as per the approved design mix, the minus price adjustment for less quantity of bitumen shall be made at the rate of Rs 50 per Kg. | 210 | Cum | 9,200 ₹19.3 L | 6,000 ₹12.6 L | 5,000 ₹10.5 L | 3,000 ₹6.3 L |
| 5.00 | M&L Preparing Black top surface (Bituminous Macadam) by brushing with wire brush to remove caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags and applying evenly a priming/tack coat @ 5 Kg/10 Sqm using paving bitumen (VG-10) by mechanical sprayer and laying bituminous premix semi-dense asphaltic concrete 40mm thick consolidated thickness with paving bitumen (VG-30), binder content @ 5.5% by weight of total mix, including supply and mixing of filler (OPC Cement) as per design mix, spread using mechanical sensor paver rolled and compacted with 8 to 12 Tonne power roller and compacted to required camber and gradient complete all as specified and directed. | 150 | X Sqm | 4,700 ₹7.0 L | 4,800 ₹7.2 L | 4,500 ₹6.8 L | 4,700 ₹7.0 L |
| 6.00 | M&L for marking lines/strips on roads/pavement with thermo plastic paint (tint as approved by GE) by hot mixing method as per IS specification, heating with gas, to achieve minimum uniform thickness 1.5 mm using painting materials @ 6.5Kg/Sqm and glass beads @ 250 gm/Sqm complete all as specified and directed.
Note : The paint shall be 1st quality. | 250 | Sqm | 610 ₹1.5 L | 550 ₹1.4 L | 600 ₹1.5 L | 490 ₹1.2 L |
| 7.00 | S&F metal tubular solar delineator 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 | 34 | Each | 560 ₹19,040 | 650 ₹22,100 | 600 ₹20,400 | 490 ₹16,660 |
| 8.00 | S&F solar cat eye aluminium alloy shall (100% water proofing design cording 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 | 34 | Each | 900 ₹30,600 | 1,200 ₹40,800 | 1,600 ₹54,400 | 550 ₹18,700 |
| 9.00 | S&F cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA strip lens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufactures instructions complete all as specified and directed. | 34 | Each | 750 ₹25,500 | 350 ₹11,900 | 500 ₹17,000 | 185 ₹6,290 |
| 10.00 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed. | 244.2 | Cum | 2,750 ₹6.7 L | 50 ₹12,210 | 200 ₹48,840 | 200 ₹48,840 |
Updated dates
Tender Value
₹1.4 Cr
EMD Value
₹2.2 L
Closing Date
7 Nov 2025, 6:00 pmClosed
CWE, HQ 133 WORKS ENGRS
HQ 133 WORKS ENGRS, PIN-914133, C/o 56 APO
SPL REPAIR OF EXISTING BLACK TOP ROAD (1500 MTRS) FROM REAR GATE TO MAIN GATE,SIDE ROAD,100 SQM OF HARDSTANDING FOR MECHANICAL TRANSPORT AREA, 315 RM OF BOUNDARY WALL AND REPAIR OF 200 MTRS AREA DRAINAGE IN THE AOR OF AGE BR-II UNDER GE 969 EWS
2025_MES_735632_1
CWEK/TOKEN-106/969 EWS/2025-26
Open Tender
Civil Works - Roads
120 days
GE 969 EWS
Class B and above and Category a (v)
7 documents required · 7 mandatory
₹1,000
GE 969 EWS
₹2.2 L
HQ 133 WORKS ENGRS
18 Dec 2025
16 Oct 2025
13 Nov 2025
16 Oct 2025
7 Nov 2025
25 Oct 2025
16 Oct 2025 - 17 Oct 2025
18 Oct 2025
Amount
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 Sqm and exc 50mm and n.exc 100mm deep, removal of debris complete all as specified and directed.
M&L 150 mm thick (compacted thickness) WBM in Two layers of 75mm each (compacted) on with coarse aggregates of grading 2 (63 to 40 mm size) lime stone, sand stone flint or quartzite, spread, rolled and consolidated to gradient and camber required with 8 to 12 Tonne power roller and Preparing surfaces 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 @ 10 Kg/10 Sqm using paving bitumen (VG-10) by mechanical sprayer complete all as specified and directed.
All as per ser item No 2 here-in-before but except material. Note :- Old serviceable material retrieved from ser item No 01 here-in-before shall be reused.
M&L Preparing Black top surface (Bituminous Macadam) by brushing with wire brush to remove caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags and applying evenly a priming/tack coat @ 5 Kg/10 Sqm using paving bitumen (VG-10) by mechanical sprayer and laying bituminous premix semi-dense asphaltic concrete 40mm thick consolidated thickness with paving bitumen (VG-30), binder content @ 5.5% by weight of total mix, including supply and mixing of filler (OPC Cement) as per design mix, spread using mechanical sensor paver rolled and compacted with 8 to 12 Tonne power roller and compacted to required camber and gradient complete all as specified and directed.
M&L for marking lines/strips on roads/pavement with thermo plastic paint (tint as approved by GE) by hot mixing method as per IS specification, heating with gas, to achieve minimum uniform thickness 1.5 mm using painting materials @ 6.5Kg/Sqm and glass beads @ 250 gm/Sqm complete all as specified and directed. Note : The paint shall be 1st quality.
S&F metal tubular solar delineator 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
S&F solar cat eye aluminium alloy shall (100% water proofing design cording 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
S&F cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA strip lens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufactures instructions complete all as specified and directed.
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed.
M&L for hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc.15cm thick, watered and rammed to a true surface complete all as specified and as directed.
Rolling and consolidation water bound macadam WBM (except laterite, kankar and broken stone aggregates) exc 100mm compacted thickness with power roller 8-12 tonne power roller complete all as specified and directed.
Rolling and consolidation bituminous macadam surfaces, any thickness with power roller 8-12tonne power roller complete all as specified and directed.
M&L for polythene film, black, 50 micron laid in floors complete all as specified and directed
M&L for plain cement concrete 1:4:8, type D2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete etc complete all as specified and directed.
M&L 25mm thick sand filling under floors or in foundation including watering and well consolidation complete all as specified and directed.
M&L cement concrete work in pavement/hard-standing of flexural strength 40kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less laid in alternate panels n exc 2.00m and compaction done by plate vibrator complete, all as specified and directed by Engr-in-Charge.
M&L for forming 12mm thick and 150mm deep expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, grade ‘A’ complete all as specified and directed.
M&L for forming construction joint 69mm deep x 10mm wide filled with and including sealing grade A compound complete all as specified and directed.
Forming contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound complete all as specified and directed
Demolition of brick work or stone masonry of any type built in cement mortar in foul condition etc complete all as specified
Excavation in trenches not exceeding 1.50 wide and not exceeding 1.50 in depth and getting out in soft/loose soil complete all as specified and directed
M&L for plain cement concrete 1:3:6, type C2 (using 40mm graded crushed stone aggregate) as in surface channel/drain etc complete all as specified and directed.
Removing excavated material to a distance n.exc 50m and depositing where directed at a level n.exc 1.50m above the starting point complete all as specified and directed.
M&L for walling for random rubble masonry, uncoaresed, well bonded, bedded and solidly hearted built in cement mortar 1:4 complete all as specified and directed.
M&L for walling for random rubble masonry (except stones), uncoaresed, well bonded, bedded and solidly hearted built in cement mortar 1:4 complete all as specified and directed.
M&L for cement concrete 1:2:4, type B-1 (using 20mm graded crushed stone aggregate) as in coping including necessary formwork, weathering, slightly rounded or chamfered angles, complete all as specified and directed.
M&L for 15mm thick cement plaster 1:4 on stone masonry or surface other than fair face of brick work and finished surface even and smooth without using extra cement including mixing of liquid water proofing compound as per manufacturer's instructions complete all as specified and directed. Note :- WPC shall be measured and paid separately.
M&L for extra over stone walling for hammer dressing to face beds and joints as specified, of random rubble walling of lime or sand stone, uncoarsed or brought upto coarses with maximum depression on face from straight edge held against the dressed surface not exc 20mm complete all as specified and directed
M&L for extra for forming fair finished drain channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc., complete all as specified.
S&F durapaved chequered tiles (heavy duty vitrified) 30 cm x30 cm and 8 to 10 mm thick set, jointed and pointed in neat cement slurry in floors over and including 15 mm thick screed bed in CM 1:6 finished with coloured cement to match the shade of the floor complete all as specified.
Supply only water proofing compound all as specified and directed.
Dismantling fencing wire mesh, any type complete all as specified and directed.
Taking down cement plaster or screed bedding layer of any description from concrete slab/terrace surfaces etc including racking out joints hacking for key, scrubbing down with water etc. complete all as specified.
Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion in cement concrete and making good disturbed ground complete all as specified and directed.
Demolition of cement concrete (reinforced) of any description and in any position (below or above ground level) complete all as specified and directed.
M&L cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) in foundations, filling & mass concrete complete all as specified and directed.
M&L for brick work with sub class 'B' bricks (Old size) straight or curved on plan exceeding 6 mtr mean radius built in CM 1:6 complete all as specified
All as per ser item No 38 but here-in-before except brick Note: Serviceable bricks retrieved from item No 21 shall be reused after proper cleaning and removal of old mortar.
M&L for rendering 10 mm thick in CM 1:4 on brick/ concrete surfaces using waterproofing compound @ 3% by weight of cement and finished surfaces even & smooth without using extra cement complete all as specified. Note - WPC to be measured and paid separately.
S&F mild steel posts & struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc. flat iron fillets for securing wire mesh etc including MS bars for tightening chain link necessary drilling bolting riveting etc. & similar work, fence with all nut & bolts conforming to Fe- 410 - or Fe-310-0 complete all as specified and directed. Note: Serviceable bricks retrieved from item No 21 shall be reused after proper cleaning and removal of old mortar.
All as per ser item No 41 here-in-before but fixing only complete all as specified and directed. Note: Serviceable mild steel post & struts retrieved from item No 41 here-in-before shall be reused.
S&F in repairs galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing & straining & fixing to any type of Standard rails straining bolts including securing or tying at crossing with & provision of galvanised mild steel wire staples or steel pins etc complete all as specified and directed.
All as per item No 43 here-in-before but fixing in repairs after restraining resecuring and good staples etc.
M&L for walling of random rubble, uncoarsed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed.
M&L for RCC (nominal mix) 1:2:4, type B-1 (using 20mm graded stone aggregate) as in foundation, including rafts, footings, foundation beams, plinth beams; bases for columns, complete all as specified and directed.
M&L for RCC (nominal mix) 1:2:4, type B-1 (using 20mm graded stone aggregate) as in columns, pillars, piers, posts and struts ,complete all as specified and directed.
Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; flat surfaces including fair finish complete all as specified and directed.
Formwork to sides of pillars, posts, struts, piers, columns and stanchions flat surfaces including fair finished complete all as specified.
M&L for MS TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping, hooking ends and binding with MS wire (annealed not less than 0.9 mm dia etc., complete all as specified and directed.
All as per ser item No 50 here-in-before but 5 mm dia and over up to 10 mm dia in stirrups/binder/ spacers and rings complete all as specified and directed.
S&F framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc complete, drilled for fixing of steel sheeting or other covering. Doors etc to be prepared for hanging or sliding with & including either hooks & hinges or steel sheeting or other covering, running rails & guides) & hanging, also fastening & fixing complete confirming to Fe-410W(Gde E-250) of quality A complete all as specified and directed.
M&L for preparing newly or previously untreated steel or iron surfaces of any description over 10 cm in width or girth not otherwise described and apply two coats of synthetic enamel paint over a coat of red oxide primer, at site complete all as specified.
M&L for preparing old steel or iron surfaces of any description over 10 cm in width or girth not otherwise described and apply two coats of synthetic enamel paint at site complete all as specified and directed.
M&L for preparing on new plastered surfaces of wall and applying two coats of cement base paint complete all as specified and directed.
M&L for preparing on old plastered surfaces of wall and applying one coats of cement base paint complete all as specified and directed.
M/S RATHER CONSTRUCTION CO (BID ID -3462067)
M/S SMA and SONS CONSTRUCTIONS (BID ID -3469104)
M/S HI-TECH ENGINEERS (BID ID -3461171)
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