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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.7 LAccepted-AOC BLDG NO XI 74 NEAR VALLARAM KULLANGARA TEMPLE KUNHIMANGALAM KOVVAPPURAM PO KANNUR DIST KERALA 670309 | KANNUR | KERALA | 670309 | L1 | Accepted-AOC Being 1st lowest | |
| 2 | L2₹50.5 L+₹2.7 L (5.67%)Rejected-Finance INDEX NO D 91 CESC PUNE R NO 15 6 10 JAISWAR CHAWL JAGRUTI MITRA MANDAL D M ROAD VAKOLA SANTACRUZ E MUMBAI 400055 | MUMBAI SUBURBAN | MAHARASHTRA | 400055 | L2 | Rejected-Finance Being 2nd lowest | |
| 3 | L3₹53.1 L+₹5.3 L (11.1%)Rejected-Finance 0 00 NEAR KRISHNA PETROL PUMP GEEDAM ROAD JAGDALPUR BASTAR CHHATTISGARH 494001 | BASTAR | CHHATTISGARH | 494001 | L3 | Rejected-Finance Being 3rd lowest | |
| 4 | L4₹55.3 L+₹7.5 L (15.7%)Rejected-Finance 15 BOH ROAD DEFENCE ENCLAVE AMBALA CANTT 133001 HR | AMBALA | HARYANA | 133001 | L4 | Rejected-Finance Being 4th lowest | |
| 5 | L5₹55.7 L+₹7.9 L (16.5%)Rejected-Finance | L5 | Rejected-Finance Being 5th lowest |
| Sl No | Description | Qty | Unit | m/s ashoka enterprises L2 | Mahadev Enterprises L4 | Shri Krishna Trading Corporation L6 | RS Enterprises L1 | Nexus Infratech L5 | S K ENTERPRISES L7 | POOJA ENTERPRISES L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Material and Labour for repairs to pot holes area 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 40 mm in depth and making good by applying tack coat with bitumen of grade VG 10 @5 kg/ 10 Sqm, putting in premixed bituminous macadam with bitumen of grade VG 30 well rammed, sealed with binder @9.8 Kg /10 Sqm blinded with 0.09 cum of stone chipping of 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of pot holes exc. 30 mm rolled with power road roller of 08 to 10 tonne capacity complete all as specified and directed by Engineer-in-Charge. | 2 | 10 Sqm | 2,500 ₹5,000 | 2,680 ₹5,360 | 2,690 ₹5,380 | 1,000 ₹2,000 Lowest | 2,600 ₹5,200 | 5,000 ₹10,000 | 5,500 ₹11,000 |
| 2.00 | Material and Labour for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or compressed air to remove all loose dirt etc on black top surfaces complete all as specified and directed by Engineer-in-Charge. | 750 | 10 Sqm | 200 ₹1,50,000 | 50 ₹37,500 Lowest | 65 ₹48,750 | 100 ₹75,000 | 275 ₹2,06,250 | 540 ₹4,05,000 | 250 ₹1,87,500 |
| 3.00 | Material and Labour for applying evenly a priming /tack coat with bituminous primer using paving bitumen of grade VG10@5Kg/10 Sqm on existing black top surfaces complete all as specified and directed by Engineer-in-Charge. | 750 | 10 Sqm | 300 ₹2,25,000 | 290 ₹2,17,500 Lowest | 300 ₹2,25,000 | 300 ₹2,25,000 | 328 ₹2,46,000 | 630 ₹4,72,500 | 450 ₹3,37,500 |
| 4.00 | Material and Labour for bituminous semi dense asphaltic concrete 40 mm consolidated thickness with 5.5% binder content by weight of total mix of paving bitumen VG-30, rolled and compacted to required camber and gradient, mixing is carried out in computerized automatic hot mix plant laying and spreading by mechanical paver and rolled with 8 to 10 tonne power Vibromax/Tandem road roller to required level, gradient, camber and super elevation, complete all as specified and directed by the Engr -in -charge.
Notes : (i) The work shall be carried out by using mechanical paver.
(ii) The mix design shall be got done from approved lab and got approved from GE before commencement of work. | 750 | 10 Sqm | 4,700 ₹35,25,000 | 5,260 ₹39,45,000 | 5,280 ₹39,60,000 | 4,600 ₹34,50,000 | 4,785 ₹35,88,750 | 5,500 ₹41,25,000 | 3,900 ₹29,25,000 Lowest |
| 5.00 | Material and Labour for 2.5 mm thick painting centre lines, stop lines, dashes, arrows letters etc on roads, pavement and like by applying reflective thermoplastic paint in white/ yellow colour pattern as specified strips confirming to BS:3262 (5Kg/Sqm) with glass beads potters (250 gms) and 10 cm/15 cm wide strips on bituminous road surface and road marking (by Hot Mechanical process with Road Marking Machine) including complete removal of dust particle by wire brushes or sweeping with brooms complete all as specified and directed by Engineer-in- Charge. | 630 | Sqm | 600 ₹3,78,000 | 750 ₹4,72,500 | 775 ₹4,88,250 | 500 ₹3,15,000 Lowest | 650 ₹4,09,500 | 630 ₹3,96,900 | 500 ₹3,15,000 Lowest |
| 6.00 | Material and Labour for premix bituminous macadam consolidated thickness, 75 mm or less, using 4% binder i.e. paving bitumen grade VG-30 by weight or total mix, and aggregate mixed in computerized hot mix plant, laid rolled and compacted to required gradient and camber with the help of mechanical paver and power roller 8 to 10 tonne capacity complete all as specified and directed by Engineer-in-Charge. | 33 | Cum | 9,000 ₹2,97,000 | 9,500 ₹3,13,500 | 9,525 ₹3,14,325 | 8,500 ₹2,80,500 | 11,200 ₹3,69,600 | 9,000 ₹2,97,000 | 7,000 ₹2,31,000 Lowest |
| 7.00 | Supply and Fix in repair 800mm to 1000mm dia convex mirror for visibility and fixed with 75mm dia GI pipe medium grade ISI mark (height of pipe not less then 1.50 m from ground level) & embedded in post holes, (size 200mm x 200 mm x 400mm) in PCC 1:3:6, type C-2 (using 40 mm graded crushed stone aggregate) & including earth work & excavation, RFR etc. complete all as specified and directed by Engineer-in-Charge. | 6 | Each | 6,000 ₹36,000 | 3,000 ₹18,000 Lowest | 3,025 ₹18,150 | 5,000 ₹30,000 | 6,950 ₹41,700 | 9,000 ₹54,000 | 6,000 ₹36,000 |
| 8.00 | Supply and fix in repair 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 12mm dia 120mm long MS stud over epoxy screed of suitable size confirming to IRC 67-1977 having capacity of 40 tonnes as per manufactures instructions, complete all as specified and directed by Engineer-in-Charge. | 550 | Each | 250 ₹1,37,500 | 300 ₹1,65,000 | 325 ₹1,78,750 | 300 ₹1,65,000 | 498 ₹2,73,900 | 180 ₹99,000 Lowest | 2,000 ₹11,00,000 |
| 9.00 | Supply and Fix in repair solar studs of size 125x125x25mm made from aluminium alloy and construction. Solar powered by nanocrystal solar panel, type of battery rechargeable minimum 2.5V, 500MAH, LED both sides (3 each side) display colour red, visual distance approx 800 metre in working temperature (10 degree to 70 degree centigrade) with starting intensity 300 Lux to 600 Lux. Minimum approx weight 900 gms, water resistance made up high compressive material can sustain over 10 tonnes with one year replacement warranty, complete all as specified and directed by Engineer-in-Charge. | 120 | Each | 2,500 ₹3,00,000 | 3,000 ₹3,60,000 | 3,015 ₹3,61,800 | 2,000 ₹2,40,000 | 3,600 ₹4,32,000 | 1,800 ₹2,16,000 | 1,400 ₹1,68,000 Lowest |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
8 Aug 2025, 6:00 pmClosed
CWE Karanja
CWE Karanja, Naval Station Karanja, Uran, Raigad, Maharashtra
REPAIRS TO CERTAIN FLEXIBLE AND RIGID PAVEMENT, THERMOSTATIC PAINTS, KERB STONE ETC AT VARIOUS LOCATIONS IN INS TUNIR AREA AT NAVAL STATION KARANJA
2025_MES_721394_1
84485-K/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
Naval Station Karanja
Please refer Tender Documents
8 documents required · 8 mandatory
₹500
GE (NW) Karanja
₹1 L
24 Sept 2025
18 Jul 2025
11 Aug 2025
18 Jul 2025
8 Aug 2025
1 Aug 2025
Amount
Material and Labour for repairs to pot holes area 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 40 mm in depth and making good by applying tack coat with bitumen of grade VG 10 @5 kg/ 10 Sqm, putting in premixed bituminous macadam with bitumen of grade VG 30 well rammed, sealed with binder @9.8 Kg /10 Sqm blinded with 0.09 cum of stone chipping of 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of pot holes exc. 30 mm rolled with power road roller of 08 to 10 tonne capacity complete all as specified and directed by Engineer-in-Charge.
Material and Labour for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or compressed air to remove all loose dirt etc on black top surfaces complete all as specified and directed by Engineer-in-Charge.
Material and Labour for applying evenly a priming /tack coat with bituminous primer using paving bitumen of grade VG10@5Kg/10 Sqm on existing black top surfaces complete all as specified and directed by Engineer-in-Charge.
Material and Labour for bituminous semi dense asphaltic concrete 40 mm consolidated thickness with 5.5% binder content by weight of total mix of paving bitumen VG-30, rolled and compacted to required camber and gradient, mixing is carried out in computerized automatic hot mix plant laying and spreading by mechanical paver and rolled with 8 to 10 tonne power Vibromax/Tandem road roller to required level, gradient, camber and super elevation, complete all as specified and directed by the Engr -in -charge. Notes : (i) The work shall be carried out by using mechanical paver. (ii) The mix design shall be got done from approved lab and got approved from GE before commencement of work.
Material and Labour for 2.5 mm thick painting centre lines, stop lines, dashes, arrows letters etc on roads, pavement and like by applying reflective thermoplastic paint in white/ yellow colour pattern as specified strips confirming to BS:3262 (5Kg/Sqm) with glass beads potters (250 gms) and 10 cm/15 cm wide strips on bituminous road surface and road marking (by Hot Mechanical process with Road Marking Machine) including complete removal of dust particle by wire brushes or sweeping with brooms complete all as specified and directed by Engineer-in- Charge.
Material and Labour for premix bituminous macadam consolidated thickness, 75 mm or less, using 4% binder i.e. paving bitumen grade VG-30 by weight or total mix, and aggregate mixed in computerized hot mix plant, laid rolled and compacted to required gradient and camber with the help of mechanical paver and power roller 8 to 10 tonne capacity complete all as specified and directed by Engineer-in-Charge.
Supply and Fix in repair 800mm to 1000mm dia convex mirror for visibility and fixed with 75mm dia GI pipe medium grade ISI mark (height of pipe not less then 1.50 m from ground level) & embedded in post holes, (size 200mm x 200 mm x 400mm) in PCC 1:3:6, type C-2 (using 40 mm graded crushed stone aggregate) & including earth work & excavation, RFR etc. complete all as specified and directed by Engineer-in-Charge.
Supply and fix in repair 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 12mm dia 120mm long MS stud over epoxy screed of suitable size confirming to IRC 67-1977 having capacity of 40 tonnes as per manufactures instructions, complete all as specified and directed by Engineer-in-Charge.
Supply and Fix in repair solar studs of size 125x125x25mm made from aluminium alloy and construction. Solar powered by nanocrystal solar panel, type of battery rechargeable minimum 2.5V, 500MAH, LED both sides (3 each side) display colour red, visual distance approx 800 metre in working temperature (10 degree to 70 degree centigrade) with starting intensity 300 Lux to 600 Lux. Minimum approx weight 900 gms, water resistance made up high compressive material can sustain over 10 tonnes with one year replacement warranty, complete all as specified and directed by Engineer-in-Charge.
m/s ashoka enterprises (BID ID -3385593)
POOJA ENTERPRISES (BID ID -3384682)
Mahadev Enterprises (BID ID -3386232)
Nexus Infratech (BID ID -3387303)
Shri Krishna Trading Corporation (BID ID -3386301)
S K ENTERPRISES (BID ID -3387207)
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