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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹70,351.46Admitted-Finance | ₹70,351.46 | Admitted-Finance |
| 2 | ₹70,645.75Admitted-Finance | ₹70,645.75 | Admitted-Finance |
| 3 | ₹70,696.11Admitted-Finance | ₹70,696.11 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Rejected-Technical | - | Rejected-Technical BIDDER NOT ELIGIBLE AS PER NIT CRITERIA |
| Sl No | Description | Qty | Unit | Buildskill projects Pvt Ltd | SARAWSATI ENGINEERS | MS BALAJI CONSTRUCTIONS |
|---|---|---|---|---|---|---|
| 1.00Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.( Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.) | ||||||
| 1.10 | up to 5 km | 1 | Nos | 321.79 ₹321.79 | 321.11 ₹321.11 | 320.38 ₹320.38 Lowest |
| 1.20 | Beyond 5 km up to 10 km per km (19.35*5=96.75) | 1 | Nos | 114.9 ₹114.9 | 114.66 ₹114.66 Lowest | 114.88 ₹114.88 |
| 1.30 | Beyond 10 km up to 20 km (115.78*10=157.8) | 1 | Nos | 187.05 ₹187.05 | 187.16 ₹187.16 | 186.22 ₹186.22 Lowest |
| 1.40 | Beyond 20 km per addl. km (12.73*10=127.3) | 1 | Nos | 151.41 ₹151.41 | 151.34 ₹151.34 | 149.96 ₹149.96 Lowest |
| 2.00Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in?charge. | ||||||
| 2.10 | All kinds of soil | 1 | Nos | 243.97 ₹243.97 | 244.27 ₹244.27 | 242.53 ₹242.53 Lowest |
| 2.20 | Hard rock (requiring blasting) | 1 | Nos | 841.75 ₹841.75 | 845.83 ₹845.83 | 838.89 ₹838.89 Lowest |
| 3.00Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | ||||||
| 3.10 | All kinds of soil | 1 | Nos | 124.31 ₹124.31 | 124.42 ₹124.42 | 123.2 ₹123.2 Lowest |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
27 Apr 2023, 3:00 pmClosed
PROJECT MANAGER, MUMBAI UNIT -A
UNIT IN CHARGE, U.P. RAJKIYA NIRMAN NIGAM LTD. UNIT A, ESIS HOSPITAL CAMPUS, SEC-5, VASHI, NAVI -400703 022-27822255
Special Repairs Work of Construction of Boundary wall at ESIC Plot at MIRA Road, Mumbai. -2nd call
2023_UPRNN_797046_2
331/RNN/MUMBAI/2023/SR Dated10/04/2023
Open Tender
Civil Works
Item Rate
90 days
Mumbai
AS PER NIT
5 documents required · 5 mandatory
₹17,700
UTTAR PRADESH RAJKIYA NIRMAN NIGAM LIMITED
₹3.4 L
17 Jun 2023
21 Apr 2023
28 Apr 2023
21 Apr 2023
27 Apr 2023
21 Apr 2023
21 Apr 2023 - 27 Apr 2023
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.( Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.)
up to 5 km
Beyond 5 km up to 10 km per km (19.35*5=96.75)
Beyond 10 km up to 20 km (115.78*10=157.8)
Beyond 20 km per addl. km (12.73*10=127.3)
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in?charge.
All kinds of soil
Hard rock (requiring blasting)
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
All kinds of soil
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil
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.
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)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns
Columns, piers, abutments, pillars, posts and struts
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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.
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content
All works upto plinth level :
Concrete of M10 grade with minimum cement content of 220 kg /cum
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.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).
All works upto plinth level
Concrete of M25 grade with minimum cement content of 330 kg /cum
Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level
Cement mortar 1:6 (1 cement : 6 coarse sand)
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as require
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should besupplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :
1:3 (1 cement: 3 fine sand)
12 mm cement plaster finished with a floating coat of neat cement of mix :
1:3 (1 cement: 3 fine sand)
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :
Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
In cement mortar
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :
In cement mortar
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete
Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100 grams/sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with building/scaffolding pipes or with any other fixtures etc. complete as per direction of Engineer-in-Charge. (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work)
Buyback value for dismentalled material
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