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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹70.7 LAccepted-AOC | ₹70.7 L | L1 | Accepted-AOC Awarded being lowest as per NIT |
| 2 | L2₹70.8 LRejected-Finance KRAL PORA BAGH I MEHTAB NEAR MANCHOWA PETROL PUMP DISTRICT BUDGAM 190019 J K | BUDGAM | BUDGAM | J K | 190019 | ₹70.8 L | L2 | Rejected-Finance Rejected being L2 bidder as per NIT |
| 3 | L3₹74.6 LRejected-Finance WAKURA TEH LAR DISTT GANDERBAL SRINAGAR 191131 J K | GANDERBAL | JAMMU AND KASHMIR | 191131 | ₹74.6 L | L3 | Rejected-Finance Rejected being L3 bidder as per NIT |
| 4 | L4₹77 LRejected-Finance RAILWAY COLONY NOWGAM SRINAGAR JAMMU AND KASHMIR 190015 | BUDGAM | JAMMU AND KASHMIR | 190015 | ₹77 L | L4 | Rejected-Finance Rejected being L4 bidder as per NIT |
| 5 | L5₹79.6 LRejected-Finance | ₹79.6 L | L5 | Rejected-Finance Rejected being L5 bidder as per NIT |
| Sl No | Description | Qty | Unit | M/S HI-TECH ENGINEERS L8 | M/S SMA and SONS CONSTRUCTIONS L1 | M/S STARE BUILDERS L5 | M/S Manzoor and Co L7 | AHMED CONSTRUCTIONS AND INFRA PVT LTD L4 | M/S RATHER CONSTRUCTION CO L2 | ASM BUILDERS L6 | MANZOOR AHMAD SHEIKH L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 debries complete all as specified and directed. | 436.18 | 10 Sqm | 450 ₹2.0 L | 10 ₹4,361.80 | 150 ₹65,427 | 100 ₹43,618 | 50 ₹21,809 | 50 ₹21,809 | 100 ₹43,618 | 150 ₹65,427 |
| 2.00 | All as per ser item No 01 here-in-before but except materials in two each layer of 7.5cm thick (consolidated thickness) complete all as specified and directed.
Note: Old material retrieved from ser item No 01 here-in-before in reused. | 41.06 | 10 Sqm | 4,350 ₹1.8 L | 20 ₹821.20 | 1,000 ₹41,060 | 200 ₹8,212 | 200 ₹8,212 | 400 ₹16,424 | 200 ₹8,212 | 900 ₹36,954 |
| 3.00 | Soling with broken boulders or quarried stone intertices filled, surface formed and consolidated to required gradient and camber of 100mm spread thickness but except material complete all as specified and directed.
Note: Old material retrieved from ser item No 01 here-in-after shall be reuse. | 629.85 | 10 Sqm | 1,200 ₹7.6 L | 20 ₹12,597 | 1,200 ₹7.6 L | 2,000 ₹12.6 L | 350 ₹2.2 L | 1,000 ₹6.3 L | 1,200 ₹7.6 L | 2,500 ₹15.7 L |
| 4.00 | M&L repairs to pot holes any depth not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, path, etc cutting around edges at least 25mm in depth making good by applying tack coat with bitumen of grade VG-10 @5 Kgs/10 Sqm putting in premix as specified for the bituminous in premix as specified for the bituminous carpet (2cm thick) well rammed and sealed with premixed sand seal coat (6.8 Kg of binder with 0.06 cum of sand) again well rammed (including supply of premixed binder and sand) depth of potholes n exc 30 mm rolled with power road roller of 8 to 12 tonne capacity complete all as as specified and directed by Engr-in-Charge. | 1 | 10 Sqm | 4,000 ₹4,000 | 3,200 ₹3,200 | 4,500 ₹4,500 | 4,500 ₹4,500 | 814.5 ₹814.50 | 2,000 ₹2,000 | 1,000 ₹1,000 | 130 ₹130 |
| 5.00 | 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 quartzile, 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. | 395.11 | 10 Sqm | 4,350 ₹17.2 L | 1,800 ₹7.1 L | 1,800 ₹7.1 L | 3,000 ₹11.9 L | 2,500 ₹9.9 L | 2,000 ₹7.9 L | 4,000 ₹15.8 L | 2,850 ₹11.3 L |
| 6.00 | 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 senser paver rolled and compacted with 8 to 12 Tonne power roller and compacted to required camber and gradient complete all as specified and directed. | 436.18 | 10 Sqm | 5,000 ₹21.8 L | 5,500 ₹24.0 L | 4,500 ₹19.6 L | 4,500 ₹19.6 L | 5,200 ₹22.7 L | 4,100 ₹17.9 L | 4,400 ₹19.2 L | 110 ₹47,979.80 |
| 7.00 | 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. | 400.33 | Cum | 9,000 ₹36.0 L | 5,150 ₹20.6 L | 7,000 ₹28.0 L | 8,500 ₹34.0 L | 6,200 ₹24.8 L | 5,000 ₹20.0 L | 8,000 ₹32.0 L | 6,900 ₹27.6 L |
| 8.00 | M&L for bituminous premix semi dense asphaltic concrete 30mm (consolidated thickness) using paving bitumen of grade VG-30 with 5.5% binder content by weight of total mix, mixed in computerised Hot Mix Plant and spread by means of self propelled Mechanical Paver, rolled and compacted to required camber and gradient by using mechanical power road roller of 8 to 10 tonne capacity including premixed sand seal coat with 0.06 Cum of sand mixed with 6.8 Kg of paving bitumen applied and rolled to a uniform smooth surface complete all as specified and directed by Engr-in-Charge.
Note for ser item No 6 to 8
(i) Preparation of mix in hotmix plant, spreading by self propelling mechanical paver and rolling and compaction by set of rollers as specified in particular specifications shall be carried out. Hot mix plant may be installed at any distance but the contractor shall be responsible and has to maintain the required temperature of mix under all conditions till it is laid and compacted. Unit rate against these itrems shall include for carrying out the works with depolyment of these machinery for which nothing extra shall be payable and no delay in completion of work shall be acceptable.
(ii) Central computerised 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 specifiedand directed.
(iii) Over newly provided bituminous macadam surfaces, further bituminous work, if ordered, shall be provided simultaneously after provision of bituminous macadamı & nο 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.
(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 execution of the work.
(v) The cost of all the above aspects shall be deemed to be included in the quoted rate of above items. | 190 | 10 Sqm | 4,000 ₹7.6 L | 5,250 ₹10.0 L | 4,000 ₹7.6 L | 4,300 ₹8.2 L | 4,500 ₹8.6 L | 3,500 ₹6.7 L | 3,300 ₹6.3 L | 3,290 ₹6.3 L |
| 9.00 | 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.
Make : RELIANCE/BERGER/ASIAN PAINTS | 298.75 | Sqm | 500 ₹1.5 L | 500 ₹1.5 L | 700 ₹2.1 L | 500 ₹1.5 L | 500 ₹1.5 L | 600 ₹1.8 L | 600 ₹1.8 L | 580 ₹1.7 L |
| 10.00 | 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 | 114 | Each | 450 ₹51,300 | 450 ₹51,300 | 700 ₹79,800 | 1,100 ₹1.3 L | 800 ₹91,200 | 1,500 ₹1.7 L | 1,100 ₹1.3 L | 700 ₹79,800 |
Updated dates
Tender Value
₹1.0 Cr
EMD Value
₹1.8 L
Closing Date
24 Nov 2025, 6:00 pmClosed
HQ 133 WORKS ENGRS
HQ 133 WORKS ENGRS, PIN-914133, C/o 56 APO
CWEK/TOKEN-97/969 EWS/2025-26- SPL REPAIR TO INTERNAL ROAD IN THE AOR OF AGE B/R-I AND SPL REPAIR TO ROAD (1125 MTRS X 3.65) AT VARIOUS LOCATIONS IN THE AOR OF AGE B/R-II UNDER GE 969 EWS
2025_MES_736148_1
CWEK/TOKEN-97/969 EWS/2025-26
Open Tender
Civil Works - Roads
180 days
GE 969 EWS
Class B and above and Category a (v)
7 documents required · 7 mandatory
₹1,000
GE 969 EWS
₹1.8 L
HQ 133 WORKS ENGRS
19 Jan 2026
21 Oct 2025
2 Dec 2025
21 Oct 2025
24 Nov 2025
11 Nov 2025
21 Oct 2025 - 25 Oct 2025
27 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 debries complete all as specified and directed.
All as per ser item No 01 here-in-before but except materials in two each layer of 7.5cm thick (consolidated thickness) complete all as specified and directed. Note: Old material retrieved from ser item No 01 here-in-before in reused.
Soling with broken boulders or quarried stone intertices filled, surface formed and consolidated to required gradient and camber of 100mm spread thickness but except material complete all as specified and directed. Note: Old material retrieved from ser item No 01 here-in-after shall be reuse.
M&L repairs to pot holes any depth not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, path, etc cutting around edges at least 25mm in depth making good by applying tack coat with bitumen of grade VG-10 @5 Kgs/10 Sqm putting in premix as specified for the bituminous in premix as specified for the bituminous carpet (2cm thick) well rammed and sealed with premixed sand seal coat (6.8 Kg of binder with 0.06 cum of sand) again well rammed (including supply of premixed binder and sand) depth of potholes n exc 30 mm rolled with power road roller of 8 to 12 tonne capacity complete all as as specified and directed by Engr-in-Charge.
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 quartzile, 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.
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 senser 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 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.
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. Make : RELIANCE/BERGER/ASIAN PAINTS
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 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 complete 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 striplens 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) in ground floors and pavings n.exc 15cm thick (below or above ground level) complete all as specified and directed.
M&L cement concrete 1:4:8 type D2 (using 25mm graded stone aggregate) as in foundation filling, sub base and mass concrete complete all as specified and directed.
M&L for sand filling under interlocking tiles 25mm thick including watering and consolidating complete all as specified and directed.
M&L for 60mm thick machine pressed precast concrete interlocking tiles with grey cement and pigment, any shape, size, colour/pattern (as approved) confirming to IS 15658-2006 of M-35 grade complete all as specified and directed. Note: Sand Cushioning shall be measured and paid separately.
M&L cement concrete 1:2:4 type B0 (using 12.5mm graded stone aggregate) as in coping, mud stop etc complete all as specified and directed.
M&L PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) in foundation, filling and mass concrete complete all as specified and directed.
Demolition of brick work/ stone masonry of any type built in cement mortar in foul condition etc complete all as specified and directed.
M&L for walling of random rubble, uncoursed well bonded, bedded and solidly hearted, built in CM 1:4 complete all as specified and directed.
M&L for flush pointing to random rubble masonary, uncoursed or brought upto courses in CM 1:4 complete all as specified and directed.
M&L for extra over stone walling for hammer dressing to face of stones and dressing of face beds and joints, as specified of random rubble walling uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface n.exc 20mm on granite or trap stone complete all as specified and directed.
M&L for 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 and directed.
M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.
M&L applying evenly a priming/tack coat with bituminous primer using paving bitumen Grade VG10 @ 5 KG/ 10 Sqm on existing black top for below bituminous macadam surface including preparation all as specified.
M&L for preparing black top surface 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. complete all as specified and directed.
M&L for surface dressing n.exc 15cm deep in soft/loose soil all as specified and directed.
M&L for moorum as in berms laid in layers n.exc 10cm thick spread, rolled and consolidated to gradient and camber required complete all as specified and directed.
M/S RATHER CONSTRUCTION CO (BID ID -3481316)
MANZOOR AHMAD SHEIKH (BID ID -3474178)
AHMED CONSTRUCTIONS AND INFRA PVT LTD (BID ID -3478248)
M/S STARE BUILDERS (BID ID -3475798)
ASM BUILDERS (BID ID -3481601)
M/S Manzoor and Co (BID ID -3481553)
M/S HI-TECH ENGINEERS (BID ID -3475018)
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