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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹63.8 L+₹87,746.67 (1.39%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹64.7 L+₹1.8 L (2.79%)Rejected-Finance | L3 | Rejected-Finance L3 |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
9 Mar 2021, 5:00 pmClosed
Executive Engineer
Executive Engineer Construction Division, Uttarakhadn Peyjal Nigam, Dehradun
Construction of Laying and jointing of different size of HDPE GI Medium and D.I. K-9 pipe line and other appurtenant works at NAGAL JWALAPUR WATER SUPPLY SCHEME of Block Doiwala District Dehradun
2021_MDPEY_30523_1
Letter No. 497/NIVIDA/15 dt 17.02.2021
Open Tender
Civil Works
Item Rate
365 days
Doiwala
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Executive Engineer Construction Division UKPJN
₹1.3 L
27 Jul 2023
22 Feb 2021
12 Mar 2021
23 Feb 2021
9 Mar 2021
24 Feb 2021
Amount
Supply of pipe of followingh size.
DI K-9 pipe conf. IS. 8329/2000. 100 mm dia
Providing Lowering into trenches with true to alignment. Laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. :- PE-100 Grade PN-6.0 (6.0kg/cm2)
160 mm dia.
140 mm dia.
125 mm dia.
110 mm dia.
90 mm dia.
75 mm dia.
63 mm dia.
Excavation of earth for pipe line in trenches with lift upto 1.50 M. & lead up to 30 M. including refilling, watering, ramming, of excavated earth into the trenches and removal of surplus earth up to a distance of 60 M. form trenches including supply of labour, T&P etc. all complete (Assuming that 90% pipe line is laid in trenches. It is estimated that 75% excavation will be in soil mixed with shingle bajri & boulders and 25% will be in medium rocks.For New Pipe Line
Soil mixed with boulders & bajri
Medium rocks
Supply and fixing of the following fittings including local cartage of materials, labour, T&P etc. complete :-
CI D/F SLUICE/ VALVE(CLASS-I) as per IS: 148/46-2000 (Kirloskar or equivalent) pressure PN 1.0
100 mm dia.
150 mm dia.
125 mm dia.
Wheel Valve
80 mm dia
65 mm dia
AIR VALVE
20 mm dia.
Supply of all materials, labour, T&P etc. and construct the following valve chambers as per type design
Sluice refluex valve chamber (0.90Mx0.90mx1.00m)
Air Valve chamber
Wheel Valve chamber
Provision for Cutting of road surface for laying of pipe line including supply of all mterial, labour, T&P etc. complete. Average breadth 70 cm. to pay other Deptt.
Bitumen road (B-M/SDBC)
Cement concrete road
Provision for the reinstatement of road.
Kuchcha Road
Cement concrete road
Provision for restoring of house connection & that might be damaged during excavation & laying of pipe line of existing connections
Provision for nala, canal & big drains etc. crossing
Protection works of the above items as per site requirement
R.R. 1:6 Stone masonary
P.C.C in 1:2:4 with cement local sand and 20 mm gauge stone ballast including supply of materials, labour, T&P etc. for proper completion of work. (In Cement Concrete Block)
Earth work excavation by mechanical meants (Hydraulic Excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10sqm 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 50 m. all kinds of soil.
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).
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)
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.
Brick work with F.P.S. bricks of class designation 75 in superstructure Cement mortar 1:4 (1 cement : 4 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 Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
Supply of all Material Labour T&P etc & construct SC P.C.C Drain along the boundrywall
Supply of all material labour T&P etc & Construct 3.60 m x3.00m wide Iron Gate with pillar and gate
Private House connection with including cartage & Supply of all material Labour, T&P etc for proper completion of work from (50mm-80mm)
Supply of all materials, labour, T&P etc. and construct pump house as per type design & drawing complete
SANDEEP PAYAL
BHARAT SINGH PANWAR
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