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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹65.0 LAccepted-AOC AMARAVATI COLONY HALDWANI | HALDWANI | UTTARAKHAND | 1st | Accepted-AOC 1st lowest. | |
| 2 | 2nd₹65.3 L+₹25,730 (0.40%)Rejected-Finance | 2nd | Rejected-Finance Quoted Amount high. | |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance GRAM POST KAPKOT DISTRICT BAGESHWAR UTTARAKHAND | BAGESHWAR | UTTARAKHAND | 263619 | - | Not Admitted-Fee/PreQual/Technical/Finance Others-offline document not submitted. | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-offline document not submitted. | |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-offline document not submitted. |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
26 Feb 2024, 3:00 pmClosed
EXECUTIVE ENGINEER
OFFICE OF EXECUTIVE ENGINEER, CONSTRUCTION DIVISION, UTTARAKHAND PEYJAL NIGAM, BHIMTAL
Remaining works Under Ramari Aan Singh w/s scheme of Block Haldwani Under JJM
2024_MDPEY_69810_1
612 / 535/ 12 date 14 /02 /2024
Open Tender
Pipe Laying Works
Item Rate
60 days
HALDWANI
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
EXECUTIVE ENGINEER, CD UKPJN BHIMTAL
₹1.3 L
BHIMTAL
13 May 2025
17 Feb 2024
28 Feb 2024
18 Feb 2024
26 Feb 2024
21 Feb 2024
20 Feb 2024
Amount
Excavation in soil mixed with single boulders etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5 M and lead up to 30 M with back filling, watering, ramming of excavated earth in the trenches.
Soil mixed with boulders and bajari
Supply of all materials, Carting from site store to site of work, Laying & Jointing of G.I. screwed pipes (including supply of all jointing materials like specials, white lead, hemp & oil etc) in trenches with its cutting, threading and testing of pipe line and supply of labour ,T&p etc complete in all respect.
150mm dia
125mm dia
100 mm dia
80 mm dia
65 mm dia
50 mm dia
40 mm dia
32 mm dia
25 mm dia
15 mm dia
Supply and fixing of the following fittings including cartage of materials labour T&P and testing of valves etc. complete CI/DF Sluice valve I S Confirming IS: 14846-2000 (Kirloskar or equivalent)
150 mm dia
125 mm dia
100 mm dia
Supply and fixing of the following fittings including cartage of materials labour T&P and testing of valves etc. complete.Brass/GM Gate Valve
80 mm dia
65 mm dia
50 mm dia
40 mm dia
Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 corase 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 ) 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 : - With F.P.S. bricks
Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing main.
50 mm to 80 mm
100 mm to 150 mm
Providing and fixing with all materials T&P labour Functional House Hold Tap Connection etc complete. (Including 6 meter G. I. pipe length)
Supply and fixing of bulk water meter (Ultra Sonic water flow meter battery operated) transit time technology including all materials, labour, T&P etc.complete.
150 mm dia
125 mm dia
Excavation work by mechanical means / manual means in foundation trenches or drains , including dressing of sides and ramming of bottoms, lift upto 1.5 m, and getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. - All kinds of soil.
Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)grade excluding the cost of centering and shuttering : All work up to plinth level .
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand).
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. for doors, window, ventilator, gate and similar works. use angle, square bar, etc
12 mm cement plaster of mix in 1:4 (1 cement : 4 coarse sand)
Finishing walls with 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).
Painting Steel work(doors, windows, etc.) with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture.
Providing and laying in position cement concrete of specified grade All work up to plinth level - 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
Dismantling of following type of road surface as per direction of engineer in charge including sorting out of serviceable materials and disposal of unserviceable materials& Reinstatement of the same as per specifications after laying & testing of pipe line including supply of all materials, labour,T&P etc. complete.
Cement concrete road
Pre- mix Bituminous Road (Not PWD Road)
Ghanshyam Pathak
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