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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.7 LAccepted-AOC | ₹62.7 L Quoted ₹56.0 L | L1 | Accepted-AOC accepted |
| 2 | L2₹56.2 L+₹16,627 (0.30%)Rejected-Finance | ₹56.2 L+₹16,627 (0.30%) | L2 | Rejected-Finance REJECT |
Tender Value
₹63.2 L
EMD Value
₹1.3 L
Closing Date
22 Jul 2020, 5:00 pmClosed
ER. OM PRAKASH PROJECT MANAGER
Office of the Project Manager, Construction Unit, Uttarakhand Peyjal Nigam, Collectorate compound, Rudrapur, Distt.- Udham Singh Nagar 263153
REMAINING WORKS OF DE-SILTING AND REPAIRING OF PONDS AND OTHER APPURTENANT WORKS AT GOVT. FISH FARM, DHAURA, KICHHA (UDHAM SINGH NAGAR)
2020_MDPEY_24612_1
822/ NIVIDA/ 165 DATE 24-06-2020
Open Tender
Civil Works - Buildings
Item Rate
180 days
DHAURA KICHHA
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,180
PROJECT MANAGER CONSTRUCTION UNIT UKPJ NIGAM
₹1.3 L
RUDRAPUR
19 Apr 2021
25 Jun 2020
24 Jul 2020
25 Jun 2020
22 Jul 2020
14 Jul 2020
30 Jun 2020
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
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 : 4coarse sand : 8 graded stone aggregate 40 mm nominal size)
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 : 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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
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
Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Lintels, beams, suspended floors, roof slab, T-beams, landings, balconies, projections etc.
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)
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)
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade.
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used With G.I. barbed wire
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 required.In gratings, frames, guard bar, ladder, railings, brackets, gates, grills and similar works.
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.
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. 110 mm diameter
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. 150 mm diameter
Providing and fixing C.I. sluice valves (with cap) complete with bolts nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 100 mm diameter Class II
Providing and fixing C.I. sluice valves (with cap) complete with bolts nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 150 mm diameter Class II
M/S L. R. TANEJA CONTRACTOR
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