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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC GRAM POST BHETABAGDAR TEHSIL KAPKOT DISTRICT BAGESHWAR UTTARAKHAND UT | BAGESHWAR | UTTARAKHAND | 263619 | ₹1.2 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹1.2 Cr+₹79,580 (0.65%)Rejected-Finance 431 9 INDIRA UDHYAN MARG VIKASNAGAR DEHRADUN | ₹1.2 Cr+₹79,580 (0.65%) | L2 | Rejected-Finance L2 Bidder |
| 3 | L3₹1.2 Cr+₹2.9 L (2.36%)Rejected-Finance | ₹1.2 Cr+₹2.9 L (2.36%) | L3 | Rejected-Finance L3 Bidder |
| 4 | L4₹1.4 Cr+₹14.2 L (11.6%)Rejected-Finance 8 RAMBAGH KANWALI ROAD DEHRADUN | ₹1.4 Cr+₹14.2 L (11.6%) | L4 | Rejected-Finance L4 Bidder |
| 5 | L5₹1.4 Cr+₹16.4 L (13.5%)Rejected-Finance 250 SARTHI VIHAR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹1.4 Cr+₹16.4 L (13.5%) | L5 | Rejected-Finance L5 Bidder |
Tender Value
₹1.4 Cr
EMD Value
₹3.6 L
Closing Date
15 Jul 2024, 5:00 pmClosed
Executive Engineer (Civil) Katapathar Barrage
office of Executive Engineer (Civil), Katapathar Barrage, UJVN Limited, Dakpathar, Dehradun - 248125
Special Repair of approach road from Ambari More to Dakpathar Bus stand at Dakpathar, Dehradun.
2024_UJVN_72598_1
01/EE(Civil)/KB/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Dakpathar
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
General Manager (Civil), Lakhwar Project, Dakpatha
₹3.6 L
Dakpathar
17 Mar 2025
22 Jun 2024
19 Jul 2024
22 Jun 2024
15 Jul 2024
1 Jul 2024
22 Jun 2024 - 4 Jul 2024
4 Jul 2024
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood,trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. Including supply of all material, labour and T&P etc. required for proper complition of the work. (CPWD DSR 2023 2.31)
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Ordinary soil, Manual Means, upto 3 m depth. Including supply of all materials, labour and T&P etc. required for proper completion of the work.(PWD SOR MORTH 2022 12-1-1-A-1)
Dismantling of flexible pavements (Bituminous Courses) and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 By Mechanical Means. Including supply of all material, labour T&P etc. required for proper complition of the work. (PWD SOR MORD 2022 2-14-2-A)
Removal of debris / waste material/ any other material/ waste material by sides of drains / rubbish on road side / park / dust bin and from any other location by full load tractor trolley (Tractor with Trolley, driver, fuel etc. ) within the specified colonies as directed by the Engineer-in- charge & includes safe disposal of the same out side the colony area at suitable dumping area including cost of all labour (minimum four nos. labours or more as required), T& P etc. required for proper loading/unloading and safe disposal of waste or any other material etc. required for the proper completion of the work in all respect as per direction of Engineer-in-charge. (NSI)
Maintenance of Earthen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor). (Including supply of all material, labour T&P etc. required for proper complition of the work.) (PWD SOR MORD 2022 15-2-2)
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction (PWD SOR MISCELLANEOUS 2022 1-3)
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction (PWD SOR MISCELLANEOUS 2022 1-4)
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110mm diameter. Including supply of all material, labour and T&P etc. required for proper complition of the work. (As per CPWD DSR 2023, Code No.-12.41.2)
Removal of earth from the choked hill side drain and disposing it on the valley side manually including supply of all material, labour and T&P etc. required for proper complition of the work. (As per PWD MORTH, 2022 10-11)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) Including supply of all material, labour and T&P etc. required for proper completion of the work. (CPWD DSR 2023 4.1.8)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) Including supply of all materials, labour and T&P etc. required for proper completion of the work.(CPWD DSR 2023 4.1.3)
Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications. Including supply of all materials, labour and T&P etc. required for proper completion of the work. PWD SOR MISCELLANEOUS 2-3
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 25 (As per PWD MORD, 2022 11-4-5)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more (CPWD DSR 2023 5.22.6)
Attending minor type of repair for full day by engaging and supplying one suitable Helper/Mali/Beldar/mazdoor/ Labour for carrying simple type of repairing of all work including all T&P etc. complete but excluding cost of material. (NSI)
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. (CPWD DSR 2023 16.91.1)
Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2) (for grading I - 19mm(Nominal size) Material)(Including supply of all material, labour T&P etc. required for proper complition of the work.) (PWD SOR MORTH 2022 10-5-1)
Water Bound Macadam Sub-base/base WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. By Manual Means. Including supply of all material, labour and T&P etc. required for proper complition of the work. (As per PWD MORD, 2022 4-7-1-A)
Water Bound Macadam Sub-base/base WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By Manual Means. Including supply of all material, labour and T&P etc. required for proper complition of the work.(As per PWD MORD, 2022 4-7-2-A)
Water Bound Macadam Sub-base/base WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means. Including supply of all material, labour and T&P etc. required for proper complition of the work.(As per PWD MORD, 2022 4-7-3-A)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.(Including supply of all material, labour T&P etc. required for proper complition of the work.) (PWD SOR MORTH 2022 5-2)
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical specification clause 502. Including supply of all material, labour T&P etc. required for proper complition of the work. (PWD SOR MORTH 2022 5-1)
Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. Including supply of all material, labour T&P etc. required for proper complition of the work. (PWD SOR MORTH 2022 5-6)
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. for Grading-II (bituminous binder @ 5.4 % of mix). Including supply of all materials, labour and T&P etc. required for proper completion of the work (PWD SOR MORTH 2022 5-8-2)
Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing), (PWD SOR MORTH 2022 8-6)
Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. (PWD SOR MORTH 2022 8-13)
Provision of rumble strips of premix bituminous carpet, 25 mm high at centre, 300 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. (PWD SOR Misc 2022 7-2)
AA CONSTRUCTIONS
SINEWY CONSTRUCTIONS PVT. LTD.
M/s V K Aggarwal
M/S HimalayanConstruction
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