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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance BERWAR KISHTWAR | KISHTWAR | JAMMU AND KASHMIR | 182132 | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹7.2 L (5.71%)Admitted-Finance | ₹1.3 Cr+₹7.2 L (5.71%) | L2 | Admitted-Finance |
| 3 | L3₹1.4 Cr+₹15.0 L (11.8%)Admitted-Finance | ₹1.4 Cr+₹15.0 L (11.8%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical R O WAZIR MOHALLA DISTRICT KISHTWAR J K 182204 | KISHTWAR | JAMMU AND KASHMIR | 182204 | - | - | Rejected-Technical Technically non-responsive and disqualified |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Bidder has not submitted Tender Fee in hard copy but bidder has uploaded a DD of Rs.590 which is also less than required tender Fee. The Bidder has submitted a DD of Rs.97000 which is less than required EMD amount of Rs. 227000. It is not admissible |
| Sl No | Description | Qty | Unit | Padha Constructions Co. L3 | MS Abdul Rashid Bhat and Sons L1 | GREEN EARTH INFRASTRUCTURE PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|
| 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. | 20,662.5 | sqm | 8,26,500 ₹9,75,270 | 4,13,250 ₹4,87,635 Lowest | 5,16,562.5 ₹6,09,543.75 |
| 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.
16.63.2 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 | 23.13 | Cum | 2,42,865 ₹2,86,580.7 | 2,08,170 ₹2,45,640.6 Lowest | 2,31,300 ₹2,72,934 |
| 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. Batch Type Hot Mix 16.64.2 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 | 20,662.5 | sqm | 61,98,750 ₹73,14,525 Lowest | 72,31,875 ₹85,33,612.5 | 71,07,900 ₹83,87,322 |
| 4.00 | Dry stone pitching, 225 mm thick, including cost of stones and preparation of surface. Nallah stone | 227.5 | sqm | 1,59,250 ₹1,87,915 | 1,13,750 ₹1,34,225 Lowest | 1,70,625 ₹2,01,337.5 |
| 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 4.55 | Cum | 17,290 ₹20,402.2 Lowest | 22,295 ₹26,308.1 | 20,475 ₹24,160.5 |
| 6.00 | 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: 4.4.2 1:1½:3 (1 cement :1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 63.72 | Cum | 4,14,180 ₹4,88,732.4 Lowest | 4,14,180 ₹4,88,732.4 Lowest | 4,77,900 ₹5,63,922 |
| 7.00 | Random Rubble masonry with hard stone from nallah in foundation and plinth including levelling up with cement concrete 1 :6:12 ( 1 Cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand) | 93.14 | Cum | 3,25,990 ₹3,84,668.2 | 4,19,130 ₹4,94,573.4 | 2,79,420 ₹3,29,715.6 Lowest |
| 8.00 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead. | 1,137.81 | Sqm | 1,70,671.5 ₹2,01,392.37 | 34,134.3 ₹40,278.47 Lowest | 56,890.5 ₹67,130.79 |
| 9.00 | 20 mm Cement plaster of mix:
13.6.2 1 : 6 ( 1 cement : 6 coarse sand) | 1,137.81 | Sqm | 3,98,233.5 ₹4,69,915.53 | 3,41,343 ₹4,02,784.74 Lowest | 3,86,855.4 ₹4,56,489.37 |
| 10.00 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10 sqm) | 1,137.81 | Sqm | 3,98,233.5 ₹4,69,915.53 | 1,02,402.9 ₹1,20,835.42 Lowest | 2,84,452.5 ₹3,35,653.95 |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
26 Aug 2023, 5:00 pmClosed
GSM(Contract), Contract Complex, DPS, Kishtwar
GSM (Contract), Contract Complex, Dulhasti Power Station, Kishtwar(J and K) PIN-182206
Premix Carpeting and Misc. Repair Works of Road from Chenab Nagar Sector-I to Kendriya Vidyalaya Gate-1, Misc. Link Road in Sector-I and part of the Road located in DSB Colony at DPS, Kishtwar
2023_NHPC_765318_1
NH/DPS/CONT/NIT150/2023/E64700 dated 04.08.2023
Open Tender
Civil Works
Works
180 days
Dulhasti Power Station
As per tender document
2 documents required · 2 mandatory
₹1,180
NHPC Limited
₹2.3 L
Yes
20 Nov 2023
5 Aug 2023
31 Aug 2023
5 Aug 2023
26 Aug 2023
5 Aug 2023
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. 16.63.2 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. Batch Type Hot Mix 16.64.2 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
Dry stone pitching, 225 mm thick, including cost of stones and preparation of surface. Nallah stone
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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
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: 4.4.2 1:1½:3 (1 cement :1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Random Rubble masonry with hard stone from nallah in foundation and plinth including levelling up with cement concrete 1 :6:12 ( 1 Cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand)
Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead.
20 mm Cement plaster of mix: 13.6.2 1 : 6 ( 1 cement : 6 coarse sand)
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work.
Lettering with black Japan paint of approved brand and manufacture.
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 2.5 mm 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 2 nos. 100 mm dia high reflective and reflectors and mounted on M.S. pipe of 65 mm dia duly powder coated with anti-rust and anti-theft steel to be installed as per direction of Engineer-in-charge.
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 50 mm dia. nominal bore ( B) Medium
GREEN EARTH INFRASTRUCTURE PRIVATE LIMITED
Padha Constructions Co.
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