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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.3 CrAccepted-AOC 8 0 241 | SOUTH EAST | DELHI | 110003 | ₹1.3 Cr | 1 | Accepted-AOC Lowest1 bidder is sanction for AOC |
| 2 | 2₹1.4 Cr+₹3.8 L (2.90%)Rejected-Finance SECTOR 8E 528 BAURADI NEW TEHRI | ₹1.4 Cr+₹3.8 L (2.90%) | 2 | Rejected-Finance L2 |
| 3 | 3₹1.5 Cr+₹15.0 L (11.4%)Rejected-Finance | ₹1.5 Cr+₹15.0 L (11.4%) | 3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Technically Qualified |
Tender Value
₹1.5 Cr
EMD Value
₹3.1 L
Closing Date
31 May 2021, 5:00 pmClosed
General Manager(Garhwal)
General Manager, Construction Wing, Uttarakhand Peyjal Nigam, 403/1 Indira Nagar, Dehradun
CONSTRUCTION OF PROPOSED PARKING AT KIRTINAGAR
2021_MDPEY_32257_1
1605/Nivida(Garhwal) Chamba/39 Dated 16/04/2021
Open Tender
Civil Works
Item Rate
365 days
KIRTINAGAR TEHRI GARHWAL
Please refer tender documents
3 documents required · 3 mandatory
₹5,900
PM,Const.Unit, UKPJN, Chamba
₹3.1 L
Dehradun
1 Jul 2025
17 Apr 2021
2 Jun 2021
17 Apr 2021
31 May 2021
23 Apr 2021
22 Apr 2021
Amount
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-incharge.
Ordinary rock 70 %
Hard rock (requiring blasting) 30 %
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.
Disposal of Excavated earth/rock unserviceable, upto dumping zone near national highway distance out of 10km from site.
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
P/L cement concrete - all works upto plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
P/L cement concrete - all works upto plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 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).
For Foundation, raft, col. Upto P.beam etc.
For columns, pillars piers etc.
For suspended floor, roofs, balconies etc.
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete
Columns, Pillars, Piers, Abutments, Posts and Struts.
Suspended floors, roofs, landings, balconies etc.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete using Thermo-Mechanically Treated bars
Providing and filling in position, blown bitumen in expansion joints
Providing and fixing sheet covering over expansion joints with iron screws alluminium fluted strips 3.15 mm thick. 200 mm wide
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick
P/F glass strips in joints of terrazo/C.C. floors. 40 mm wide and 4 mm thick.
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works
Finishing walls with appex exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
M.H CONSTRUCTION
Sumer Bhatt
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