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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC | ₹2.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.0 Cr+₹20.2 L (7.33%)Rejected-Finance | ₹3.0 Cr+₹20.2 L (7.33%) | L2 | Rejected-Finance disqualified |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
Tender Value
₹3.1 Cr
EMD Value
₹6.3 L
Closing Date
19 Feb 2018, 5:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Construction Circle Uttarakhand Peyjal Nigam Dehradun
Construction maintenance and handing over to maintenance body of DHAKRANI WATER SUPPLY SCHEME DISTRIBUTION SYSTEM and all other Civil and Appurtenant works including Re Survey Design or Checking of designs of different pipe lines etc complete
2018_MDPEY_8662_1
LetterNo 588/Nivida/13 Dated 02.02.2018
Open Tender
Civil Works
Item Rate
365 days
DHAKRANI VIKASNAGAR
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer CD UKPJN
₹6.3 L
12 Aug 2021
5 Feb 2018
20 Feb 2018
5 Feb 2018
19 Feb 2018
12 Feb 2018
Amount
Checking of Survey, Design the Distribution System of Ductile Iron Pipes Conforming of IS:8329: supply of pipes, carting, laying & jointing in the trenches to the specified depth including other appurtenant works such as fixing of air valve, sluice valve, reflux valve at suitable points including making of scouring arrangement at suitable locations by fixing of tee connection & sluice valve etc. complete and also testing & commissioning of laid pipeline including supply and carting of all materials, labour, T&P etc. complete of following sizes.
DI K-7 pipe 250 mm dia
DI K-7 pipe 150 mm dia
DI K-7 pipe 100 mm dia
Checking of Survey, Design the Distribution System of G.I. (Medium Quality) by screw socketed joint conforming to IS:1239(Part-1) supply of pipes, carting, laying & jointing in the trenches to the specified depth including other appurtenant works such as fixing of air valve, sluice valve, reflux valve at suitable points including making of scouring arrangement at suitable locations by fixing of tee connection & gate valve etc. complete and also testing & commissioning of laid pipeline including supply and carting of all materials, labour, T&P etc. complete of following sizes.
80 mm dia
65 mm dia
50 mm dia
40 mm dia
32 mm dia
25 mm dia
20 mm dia
Excavation of earth for Pipe Line trenches of supply main in the following strata requiring the use of special T&P such as Pick Axes, Sabbals etc. or by controlled blasting or by crow bars with a lift up to 1.5 m and lead up to 30 m including refilling, watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth to the suitable place from the trenches including supply of all materials, labour, T&P etc. complete & also it is estimated that 75% trenches will be in soil mixed with shingle, bazri, boulder and rest of 25% will be in medium rock.
Soil mixed with boulder with bazri
Medium Rock
Supply and fixing of following size of Wheel / Sluice Valve for Pipeline as per BS or as per IS 778:1997 including cartage of materials (as per design).
Sluice Valve
250 mm dia
150 mm dia
100 mm dia
Wheel valve
80 mm dia
65 mm dia
50 mm dia
40 mm dia
32 mm dia
Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
Road Cutting and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour, T&p, etc. required(As per PWD Specification)
Bitumen road
Cement concrete road
B.O.E. Road
Provision for nala, canal & big drains etc. crossing
Supply & fixing of water meter confirming to IS: 779:1994 for measuring water reading including Supply of all materials, labour, T&P etc. (Class A multijet water meter)
15mm dia. (ISI marked)
Protection works for Site Development for Pipe line works etc. as per site conditions wherever necessary as follows
P.C.C. 1:4:8 with 40 mm gauge stone ballast including supply of all materials, labour, T&P etc. complete.
Random Rubble stone masonary in 1:6 cement and sand mortar including supply of all materials, labour, T&P etc. complete.
Random Rubble stone masonry laid dry including supply of all materials, labour, T&P etc. complete.
Construction of Pillar type Standpost as per type design including supply of all materials, labour, T&P etc. complete required for proper completion of work.
M/s Trilok Rawat
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