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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 CrAccepted-AOC | ₹6.9 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹7.2 Cr+₹29.1 L (4.20%)Rejected-Finance JAKHANADEVI DISTRICT ALMORA UTTARAKHAND | ₹7.2 Cr+₹29.1 L (4.20%) | L2 | Rejected-Finance Second Lowest |
Tender Value
₹6.5 Cr
EMD Value
₹13 L
Closing Date
14 Jun 2018, 5:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Construction Circle Uttarakhand Peyjal Nigam New Tehri
Akri Barjula GOV Pumping Water Supply and Distribution Works Scheme of Block Kirtinagar in District Tehri Garhwal
2018_MDPEY_8537_3
LetterNo 254/508/10 Dated 23.01.2018
Open Tender
Civil Works
Item Rate
365 days
Block Kirtinagar Distt Tehri Garhwal
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer CD UKPJN
₹13 L
Tehri Garhwal
29 Feb 2020
4 Jun 2018
18 Jun 2018
5 Jun 2018
14 Jun 2018
9 Jun 2018
7 Jun 2018
Amount
Part "A"- Confirmatory survey and design of distribution network and supply of following size G.I. (Medium) pipe confirming to IS 1239 Part I : 2004 or its latest amendement including specials and acessories confirmating to latest IS codes. (The contractor have to survey the site, take levels with total station, measure the length of pipe with metallic tape on prescribed alignment and submit the design of rising main for checking of thickness of pipe before ordering for supply of pipe. On completion of work the laid length of pipe will be deemed eligible for supply. The respective amount for quantity of surplus supply of pipes (which remained unlaid or unutilized) will be deducted from final bill and surplus quantity of pipes will be the property of contractor.)
G.I. (Med) 20 mm Ф
G.I. (Med) 25 mm Ф
G.I. (Med) 32 mm Ф
G.I. (Med) 40 mm Ф
G.I. (Med) 50 mm Ф
G.I. (Med) 65 mm Ф
G.I. (Med) 80 mm Ф
G.I. (Med) 100 mm Ф
G.I. (Med) 125 mm Ф
G.I. (Med) 150 mm Ф
Excavation of earth for Pipe Line trenches of Distribution Networks in following strata requiring the use of any special T&P or by Chiselling or by crow bars with a lift up to 1.5 m and lead upto 30 m including refilling, watering and ramming of excavated earth into the trenches in layers, removal and disposal of surplus earth upto a distance of 60 m from the trenches including supply of all materials, labour, T&P etc. complete.
Soil mixed with Bajri, Boulders and Shingle, etc
Medium Rock by chiselling
Cartage, laying, jointing by electric butt welding, lowering into the trenches and testing of following dia. G.I. (Medium) Pipe including cost of electric welding equipment and fabrication of joints etc. complete.
G.I. Pipe (Medium)- 80 mm Dia.
G.I. Pipe (Medium)- 100 mm Dia.
G.I. Pipe (Medium)- 125 mm Dia.
G.I. Pipe (Medium)- 150 mm Dia.
Cartage, laying & jointing of following pipes by specials & fitting lowering into the trenches including cutting & threading of pipe for making up lengths as required for proper completion of work.
G.I. Pipe (Medium)- 20 mm dia
G.I. Pipe (Medium)- 25 mm dia.
G.I. Pipe (Medium)- 32 mm dia
G.I. Pipe (Medium)- 40 mm dia
G.I. Pipe (Medium)- 50 mm dia.
G.I. Pipe (Medium)- 65 mm dia.
Supply and fixing of following size of Gun Metal Gate Valve as per IS 778 : 1997 & IS 14846 : 2000 for Distribution System including cartage of materials upto site. Gun metal Gate Valve (W.P. 10 kg/cm²)
Supply and fixing of following size of Suice Valve as per IS 14845 : 2000 including cartage of materials upto site.
Supply of all materials( as per IS specification ), labour, T & P etc. to construct Pillar Type Stand Posts complete as per departmental type design at point instructed by engineer in charge including carting of materials upto site and curing as per IS specification.
Supply of all materials( as per IS specification ), labour, T & P etc. to construct 0.6 m x 0.6 m x 0.75 m Gate valve chamber having MS cover with locking arrangement complete as per departmental type design at point instructed by engineer in charge including carting of materials upto site and curing as per IS specification.
Supply of all materials( as per IS specification ), labour, T & P etc. to construct 1.2 m x 1.2 m x 1.0 m Sluice valve chamber having MS cover with locking arrangement complete as per departmental type design at point instructed by engineer in charge including carting of materials upto site and curing as per IS specification.
Cutting of following existing road pavement or village path pavement / for laying different sizes of pipes, disposal of waste materials upto a distance of 30 m including reinstatement after laying of pipeline including supply of all labour, T&P etc. with PCC 1:2:4 complete.
Khadanja
CC Road
Protection works at various sites as per site condition and instruction of site engineer wherever necessary as follows :-
Excavation of earth for foundation in soil mixed with shingle and boulder including lift upto 1.5 m lead upto 30 m including refilling, watering, ramming & disposal of surplus earth upto a distance of 60 m from foundation trenches.
Providing and carting of materials and laying PCC plain cement concrete of 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing as per IS specification including the cost of centering and shuttering
Providing and carting of materials and laying PCC plain cement concrete of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing as per IS specification including the cost of centering and shuttering
Providing and carting of materials and laying R.R. Stone Masonry laid in 1:6 Cement and local sand mortor and curing in protection works including supply of all labour, material T&P etc complete.
Providing and carting of materials and laying R.R.Dry Stone Masonry in protection works including supply of all labour, material T&P etc complete.as per IS specification
Providing and carting of materials and laying reinforced cement concrete of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing as per IS specification including the cost of centering and shuttering
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 :
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
Part "B"
Operational and Maintenance (O&M) of the schem after successful construction, testing, commissioning of the scheme DLP period of 06 months and maintenance of the scheme for further period of 06 months . The contractor has to handover the scheme to Uttarakhand Jal Sansthan or maintenance agency.
Shivraj Banola
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