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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance ALLOCHI BAGH DISTT SRINAGAR J K | SRINAGAR | JAMMU AND KASHMIR | 190001 | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹18.2 L (11.8%)Admitted-Finance | ₹1.7 Cr+₹18.2 L (11.8%) | L2 | Admitted-Finance |
| 3 | L3₹2.0 Cr+₹44.0 L (28.5%)Admitted-Finance | ₹2.0 Cr+₹44.0 L (28.5%) | L3 | Admitted-Finance |
| 4 | L4₹2.1 Cr+₹51.0 L (33.1%)Admitted-Finance BERWAR KISHTWAR | KISHTWAR | JAMMU AND KASHMIR | 182132 | ₹2.1 Cr+₹51.0 L (33.1%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical VILLAGE SHANNA KISHTWAR | KISHTWAR | JAMMU AND KASHMIR | 182132 | - | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| Sl No | Description | Qty | Unit | BILAL ASHRAF MINTOO L2 | SALIM INFRASTRUCTURE PRIVATE LIMITED L1 | MS Abdul Rashid Bhat and Sons L4 | GREEN EARTH INFRASTRUCTURE PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom.On bituminous surface @ 0.25 Kg/sqm. | 37,500.9 | Sqm | 5,25,012.6 ₹6,19,514.87 Lowest | 6,00,014.4 ₹7,08,016.99 | 7,50,018 ₹8,85,021.24 | 9,37,522.5 ₹11,06,276.55 |
| 2.00 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity | 75 | cum | 5,15,249.25 ₹6,07,994.1 | 4,48,425 ₹5,29,141.5 Lowest | 6,37,500 ₹7,52,250 | 7,12,500 ₹8,40,750 |
| 3.00 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity | 37,500.9 | sqm | 1,05,00,252 ₹1,23,90,297.36 | 73,50,176.4 ₹86,73,208.15 Lowest | 1,29,37,810.5 ₹1,52,66,616.39 | 1,17,71,532.51 ₹1,38,90,408.36 |
| 4.00 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
All kinds of soil : | 187.5 | cum | 28,125 ₹33,187.5 | 88,875 ₹1,04,872.5 | 37,500 ₹44,250 | 22,500 ₹26,550 Lowest |
| 5.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 137.5 | cum | 6,18,750 ₹7,30,125 Lowest | 8,27,475 ₹9,76,420.5 | 6,87,500 ₹8,11,250 | 7,56,250 ₹8,92,375 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. | 400 | sqm | 76,000 ₹89,680 | 2,00,800 ₹2,36,944 | 80,000 ₹94,400 | 56,000 ₹66,080 Lowest |
| 7.00 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. | 37,500.9 | sqm | 11,25,027 ₹13,27,531.86 Lowest | 24,75,059.4 ₹29,20,570.09 | 13,12,531.5 ₹15,48,787.17 | 13,12,531.5 ₹15,48,787.17 |
| 8.00 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully / semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications | 1,851 | sqm | 12,03,150 ₹14,19,717 | 10,58,772 ₹12,49,350.96 | 9,25,500 ₹10,92,090 Lowest | 12,03,150 ₹14,19,717 |
| 9.00 | Providing and fixing post delineators made of ABS round body fitted with 2nos. 100mm dia high reflective and reflectors and mounted on M.S. pipe of 65mm dia duly powder coated with anti-rust and anti-theft steel to be installed as per direction of Engineer-in-charge. | 20 | nos | 14,000 ₹16,520 Lowest | 14,300 ₹16,874 | 18,000 ₹21,240 | 18,000 ₹21,240 |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
17 Mar 2025, 4:00 pmClosed
DGM (Contract), Contract Complex, DPS, Kishtwar
DGM (Contract), Contract Complex, Dulhasti Power Station, Kishtwar(J and K) PIN-182206
Premix carpeting on existing bitumen roads from Shalimar Colony to Powerhouse and link road of Semna Colony including miscellaneous works, Dul Hasti Power Station, Kishtwar
2025_NHPC_848906_1
NH/DPS/CONT/NIT-230/2025/ E136155 dated 13.02.2025
Open Tender
Civil Works - Roads
Works
180 days
DPS
Please refer tender document
2 documents required · 2 mandatory
₹1,180
NHPC Limited
₹3.8 L
Yes
19 Jul 2025
22 Feb 2025
22 Mar 2025
22 Feb 2025
17 Mar 2025
22 Feb 2025
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom.On bituminous surface @ 0.25 Kg/sqm.
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity
Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.
Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.
Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully / semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications
Providing and fixing post delineators made of ABS round body fitted with 2nos. 100mm dia high reflective and reflectors and mounted on M.S. pipe of 65mm dia duly powder coated with anti-rust and anti-theft steel to be installed as per direction of Engineer-in-charge.
BILAL ASHRAF MINTOO (BID ID -3188464)
GREEN EARTH INFRASTRUCTURE PRIVATE LIMITED (BID ID -3188236)
MS Abdul Rashid Bhat and Sons (BID ID -3188321)
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