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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 CrAdmitted-Finance | ₹10.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹11.2 CrAdmitted-Finance | ₹11.2 Cr | L2 | Admitted-Finance |
| 3 | L3₹11.4 CrAdmitted-Finance | ₹11.4 Cr | L3 | Admitted-Finance |
| 4 | L4₹11.5 CrAdmitted-Finance | ₹11.5 Cr | L4 | Admitted-Finance |
| 5 | L5₹11.7 CrAdmitted-Finance | ₹11.7 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | bhat infrastructure pvt ltd L7 | HARISH GUPTA L4 | M/S DUWA CONSTRUCTIONS L8 | M/S WAZIR STEEL ENGINEERING PRODUCT L5 | M/S Mohd Murtaza L3 | M/S CHORALA CONSTRUCTION L2 | M/S SURU VALLEY CONSTRUCTION L6 | GICL PROJECTS PVT LTD L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth work in bulk excavation by mechanical means (hydraulic excavator) 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. | |||||||||||
| 1.01 | All kinds of soil @70% | 20,161.75 | Cum | 145 ₹29.2 L | 140 ₹28.2 L | 150 ₹30.2 L | 165 ₹33.3 L | 100 ₹20.2 L | 170 ₹34.3 L | 99 ₹20.0 L | 100 ₹20.2 L |
| 1.02 | Soft Rock @15% | 4,320.37 | Cum | 280 ₹12.1 L | 220 ₹9.5 L | 200 ₹8.6 L | 250 ₹10.8 L | 100 ₹4.3 L | 250 ₹10.8 L | 299 ₹12.9 L | 400 ₹17.3 L |
| 1.03 | Hard Rock ( R.B) @15% | 4,320.37 | Cum | 440 ₹19.0 L | 420 ₹18.1 L | 500 ₹21.6 L | 350 ₹15.1 L | 500 ₹21.6 L | 550 ₹23.8 L | 600 ₹25.9 L | 700 ₹30.2 L |
| 2.00 | Disposal of excavated surplus earth for avg. lead of 01 km by MT. | 8,640.75 | Cum | 110 ₹9.5 L | 120 ₹10.4 L | 500 ₹43.2 L | 140 ₹12.1 L | 250 ₹21.6 L | 300 ₹25.9 L | 200 ₹17.3 L | 200 ₹17.3 L |
| 3.00Earth work in excavation by manual means in trenches for foundation ,drains,pipes,cables etc. (not exceeding 1,5 mtr in width) and for shafts,wells,cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5mtr including disposal of excavated earth upto 1Mtr from cutting edge | |||||||||||
| 3.01 | All kind of soil @70% | 1,732.5 | Cum | 380 ₹6.6 L | 260 ₹4.5 L | 150 ₹2.6 L | 200 ₹3.5 L | 100 ₹1.7 L | 200 ₹3.5 L | 99 ₹1.7 L | 100 ₹1.7 L |
| 3.02 | Ordinary rock @ 15% | 371.25 | Cum | 550 ₹2.0 L | 500 ₹1.9 L | 200 ₹74,250 | 400 ₹1.5 L | 300 ₹1.1 L | 300 ₹1.1 L | 299 ₹1.1 L | 400 ₹1.5 L |
| 3.03 | Hard rock @ 15% | 371.25 | Cum | 1,400 ₹5.2 L | 200 ₹74,250 | 500 ₹1.9 L | 650 ₹2.4 L | 700 ₹2.6 L | 600 ₹2.2 L | 600 ₹2.2 L | 700 ₹2.6 L |
| 4.00 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) including all sort of carriage. | 5,859 | Cum | 4,400 ₹2.6 Cr | 3,500 ₹2.1 Cr | 4,000 ₹2.3 Cr | 4,800 ₹2.8 Cr | 4,500 ₹2.6 Cr | 4,500 ₹2.6 Cr | 5,600 ₹3.3 Cr | 4,000 ₹2.3 Cr |
Tender Value
₹14.4 Cr
Closing Date
17 Jan 2023, 4:00 pmClosed
EE PW(RnB) Div Kargil
EE PW(RnB) Div Kargil
Constt. Of Road from Kako Shilikchey To Doks Goma Kargil and Lankhore
2022_PWD_8795_2
E-Tender 144 of PW(RnB) Div Kargil 2022-23
Open Tender
Civil Works - Others
540 days
Kargil
Please refer Tender documents.
6 documents required · 6 mandatory
₹14,400
EE PW(RnB) Div Kargil
Exempted
14 Feb 2023
22 Dec 2022
18 Jan 2023
22 Dec 2022
17 Jan 2023
22 Dec 2022
Amount
Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 @70%
Soft Rock @15%
Hard Rock ( R.B) @15%
Disposal of excavated surplus earth for avg. lead of 01 km by MT.
Earth work in excavation by manual means in trenches for foundation ,drains,pipes,cables etc. (not exceeding 1,5 mtr in width) and for shafts,wells,cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5mtr including disposal of excavated earth upto 1Mtr from cutting edge
All kind of soil @70%
Ordinary rock @ 15%
Hard rock @ 15%
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) including all sort of carriage.
Dry random rubble masonry with hard stone in foundation and plinth: With bond stone (Labour Rate Only)
Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
Pavament Work:-
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20
Providing, laying, spreading and compacting graded stoneaggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix =plant, carriage of mixed material by tipper to site, for all leads & lifts, layinginuniform layerswithmechanicalpaverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
Providing and appliying prime coat with Bitumen emulsion (SSI) on prepared surface of granular base including clearning of road surface and spraying primer at the rate of 0.90-1.20Kg/sqm using mechanical mean as per technical specification 502
Providing and laying bituminous macadam 50mm thick with hard stone agg. Of specified size and grade stisfying the gradation set out in the CPWD, MORTH and Mord WITH BINDING CONTENT (175/225 grade bitumen) @3.5% by way of total mix not less then 70Kg per Sqm, including hot mix of stone agg. and bitumen in hot mix plant and laying mix with pavers finisher to the specified line grade and cross section rolling with power roller of 8 to 10 capacity to achieve the required the compaction and density, including carriage/ haulage of mix and all materials, T&P, labour , octories etc, involved and testing during execution for quality control. complete
Providing/ Laying Semi dence bituminous concrete of 25mm thick over macadmized surface with specified size and grade crushed agg. As per most specification (Agg. 12.5mm 15% 10mm 55% fine agg 28% cement 2%) mixed with binding @6% tar in hot mixed plant laid with paver finished with the required levels achieving the desired density consolidaions with power roller of 8 to 10 ton capacity including all types of carriage/ haulage cost of tar T&P , Labour, octories etc involved and testing during excavation for quality control including screen and rectificated of patch portion laying of SDB incld. consulated shoulder filling.
Providing and laying seal coat of premixed fine agg. (passing 2.46mm and retained on 180 micron sieve) with bitumen using 128Kg of bitumen of grade 80/100 bitumen per cum of fine agg. And 0.60cum of fine agg. Per 100 sqm of road surface including rolling and finishing with road all complete.
Painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats
Cross Drainage Work :-
Constt. Of 1x2 Mtr Span Rcc Culvert Specification:- Trench Cutting:- Different Kinds of Soil Bed:- PCC M10 Grade with Crushed agg. Abutt:- RCC M10 Grade with Crushed Agg. Slab :- RCC M20 Grade with Crushed agg. And RCC Steel and Shuttering complete as directed by site Engineer in charge
Providing and laying M.S. pipe 300 mm dia 6.4mm thick with a weight of 47.32 Kg/RM and a length of 6 Mtr long for cross drainage work including construction of catch pits at inlet and out let in M 15 grade concreate and providing and laying a bed of sand layer and providing earth to the required grade and cross section as directed by site engineer
U Drain in PCC .Length=7000 Mtr
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres
All kind of soil @ 60%
Ordinary Rock @30%
Hard Rock R.B @10%
Providing and laying in position cement concrete of specified grade including curing but including 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 and all sort of carriage complete
Road sing
Providing and fixing two lane Crash Barrir Metal beam (ISI) as per morth specification including M 15 grade PCC and all fixture complete.
Painting road surface making with plastic paints two or more coats to give uniform finish with ready mixed road marking paint conforming to IS ;164 on bitumen surface in white/yellow shade as directed by site engineer incharge incld. Clearning the surface of all dirt ,scales, oil grease and foregi material etc complete.
Providing and fixing of retro reflectedoried cautionary mandatory and in fumitory sign as per IRC 67 made of encapsulated lenses type tendive sheeting wide clause 1701 fixed over aluminum sheeting 1.5 mm thick supported on a mild steel angle iron posts 75 x75 mm , into 6mm finished to the ground by means of properly designed foundation with M 15 grade cement concrete ( 450 x450 x60 mm) 600mm below ground level drawing and technical specification as directed by site engineer
Providing and fixing erecting direction and place indentification reto reflectories sign as per IRC 67 made of encapsulated lenses type reflective sheeting area not exceed 0.9 sqm supported on a mild 11 steel single angle iron posts 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 x450 x 160mm below ground as pre approved drawing and technical specification clause 1701
Providing and fixing inventary Board including Designing Painting,pinting.
Sub structurte :-Construction of 1 x 20 Mtr Span Steel trussed Bridge.
Earth work in excation at abutment locations up to depth as required for laying of RCC Raft Foundations in medium/ hard ( including Dewatering) with provision for diversion of nallah flow complete.
Mud mat Providing and laying of plaincement concrete of Grade 15 and of required thickness as mud mat bewlow raft foundation consolidated finished and cured, including side forms as required and levelling/compacting of ground before laying of concrete.
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying ,excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer- in - charge. All works upto plinth level and above plinth level upto floor V level
Reinforcement for RCC work including straightening, bending, cutting, placing in position and binding all complete .Hot rolled deformed bars.
Back filling in foundation trenches up to the level of river bed level with excavated material to be duly consolidated & compacted.
Shuttering Providing and fixing of necessary formwork/ shuttering of steel plates/kit ply including propping & circular shuttering also complete for raft foundations, abut shaft,abut caps, pedestals, dirt walls etc including propping complete.
back filling behind abutment approaches to a distance of 5 meters from the abut shaft and to the level of RCC approach slab with approved stones/bollder hand packed brought from outside the site approved source including carriage to site, spreading in layers not exceeding 250mm thick, watering consolidationg with vibrating compactors and all incidentals complete.
Super structure :--Construction of 1 x 20 Mtr Span Steel trussed Bridge.
Design / supply / Fabrication / Launching of Super structure with RCC deck slab of 20 mtr span steel truss bridge, including both side abutments , Dirt Wall, Elastomeric bearing of intermediate lane, approach slab 3.0 mtr (carriage way 4.25 mtr)
M/S CHORALA CONSTRUCTION
M/S Mohd Murtaza
HARISH GUPTA
M/S WAZIR STEEL ENGINEERING PRODUCT
M/S SURU VALLEY CONSTRUCTION
bhat infrastructure pvt ltd
M/S DUWA CONSTRUCTIONS
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