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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.6 LAccepted-AOC | L1 | Accepted-AOC Including GST | |
| 2 | L2₹21.4 L+₹2.2 L (11.7%)Rejected-Finance | L2 | Rejected-Finance Financial Bid Reject | |
| 3 | L3₹20.0 L+₹84,555.38 (4.41%)Rejected-Finance | L3 | Rejected-Finance Financial Bid Reject | |
| 4 | L4₹21.1 L+₹2.0 L (10.3%)Rejected-Finance | L4 | Rejected-Finance Financial Bid Reject | |
| 5 | L5₹21.4 L+₹2.2 L (11.7%)Rejected-Finance | L5 | Rejected-Finance Financial Bid Reject |
Tender Value
₹30.6 L
EMD Value
₹62,000
Closing Date
12 Nov 2024, 5:00 pmClosed
ER. NARENDER NAWANI
PROJECT MANAGER CONSTRUCTION UNIT UTTARAKHAND PEYJAL NIGAM, COLLECTORATE COMPOUND, RUDRAPUR, DISTT.-UDHAM SINGH NAGAR
CONSTRUCTION OF BOUNDARY WALL AT K.G.B.V. BAZPUR (UDHAM SINGH NAGAR)
2024_MDPEY_77166_5
2496/ Nivida / 217 date 18-10-2024
Open Tender
Civil Works - Buildings
Item Wise
90 days
K.G.B.V. BAZPUR (UDHAM SINGH NAGAR)
AS PER TENDER DOCUMENT
2 documents required · 2 mandatory
₹2,950
PM CONSTRUCTION UNIT UKPJN RUDRAPUR
₹62,000
PM CONSTRUCTION UNIT UKPJN RUDRAPUR
22 Jun 2025
21 Oct 2024
14 Nov 2024
21 Oct 2024
12 Nov 2024
28 Oct 2024
26 Oct 2024
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. 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 : 8 graded stone aggregate 40 mm nominal size).
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.C.C. work using thermo-mechanically treated bars
Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts.
Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Brick work with F.P.S. bricks of class designation 75 in superstructure Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work.
Finishing walls with acrylic Smoth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063).Wall Joint of 100 mm gap
Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Wedge expansion type Fastener with threaded dia 6 mm
CHAWLA CONSTRUCTION (BID ID -343179)
New Think Construction Company (BID ID -343441)
ARORA CONSTRUCTION (BID ID -343640)
NEERAJ CHANDRA TIWARI CONTRACTOR (BID ID -343594)
HARISH CHANDRA KANDPAL (BID ID -343451)
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