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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹29.7 LAccepted-AOC GRAM POST KAPKOT DISTRICT BAGESHWAR UTTARAKHAND | BAGESHWAR | UTTARAKHAND | 263619 | 1 | Accepted-AOC 1 | |
| 2 | 2₹31.0 L+₹1.2 L (4.16%)Rejected-AOC AMARAVATI COLONY HALDWANI | HALDWANI | UTTARAKHAND | 2 | Rejected-AOC 2 | |
| 3 | 3₹31.0 L+₹1.3 L (4.41%)Rejected-AOC | 3 | Rejected-AOC 3 | |
| 4 | 4₹31.1 L+₹1.3 L (4.51%)Rejected-AOC | 4 | Rejected-AOC 4 | |
| 5 | 5₹31.1 L+₹1.4 L (4.78%)Rejected-AOC | 5 | Rejected-AOC 5 |
Tender Value
Refer Docs
EMD Value
₹70,000
Closing Date
4 Jul 2024, 5:00 pmClosed
Executive Engineer
xecutive Engineer, PIU (AMRUT), UPJN, Haldwani
Supplying Carting Laying and Jointing of Rising Main of MS ERW Pipe YST 210 by Welding Construction of Pump House and other appurtenant works in Rajpura Zone under Awash Vikas Subhas Nagar Degree College and Mahila Degree College Zones WS Scheme
2024_MDPEY_72617_1
1040 / TN / 55 Dated 22-06-2024
Open Tender
Pipe Laying Works
Item Rate
90 days
Haldwani
Please refer tender documents
3 documents required · 3 mandatory
₹2,950
Executive Engineer, PIU (AMRUT), UPJN, Haldwani
₹70,000
Haldwani
17 Jun 2025
24 Jun 2024
6 Jul 2024
25 Jun 2024
4 Jul 2024
28 Jun 2024
27 Jun 2024
Amount
Rising Main
Supply of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.
Tubewell - 150 mm dia (4.8 mm thick)
Excavating in soil mixed with single boulders etc. requireing the use of specials T&P, if any, forpipe line trenches including lift up to 50m and lead upto 30m with back filling, watering, ramming of excavated earth in the trenches.
150 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
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge
Bitumenous Road
Reinstatement of Following road where pipeline is to be laid. including cost of material, labour and T&P complete in all.
For BM / SDBC Road
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer in charge. - for Nominal concrete 1:3:6 or richer mix.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
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.
100 mm to 150 mm
Pump House
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils 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 - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).
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 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).
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).
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).
Extra for providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement.
Supplying and filling in plinth with earth, sand and other filling materials under floors including, watering, ramming consolidating and dressing complete.
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. - Using M.S. angels 40x40x6 mm for diagonal braces.
Providing and fixing to existing door frames - 24 mm thick factory made PVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides. The styles and rails mitered and joined at the corners by means of M.S. galvanized/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanized M.S. tube of size 20x20 mm and 1 mm ± 0.1 mm wall thickness. The lock rail made up of ’H’ section, a UPVC hollow section of size 100x24 mm and 2 mm ± 0.2 mm wall thickness fixed to the shutter styles by means of plastic/galvanized M.S. ‘U’ cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ± 0.1 mm wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanized M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).
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 window, ventilator and similar works. use angle, square bar, etc
Providing & fixing glass panes with putty and glazing clips in steel windows & ventilator all complete. With 4.0 mm thick glass panes.
Providing & fixing fly proof wire gauze to windows and ventilator with M.S. Flat 15x3 m and nuts & bolts complete. - Galvanized M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides.
Providing and laying in position specified grade of reinforced cement concrete: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) - Plinth Band, Lintel Band, shelves etc.
Reinforced cement concrete different works upto 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).
For Slab
For Column
Centering and shuttering including strutting, ropping etc. and removal of form
For Foundation
For Slab
For Beam
For Column
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. - Using Thermo-Mechanically Treated Bars.
Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. - ISMB 300 x 140
12 mm cement plaster of mix in 1:6 (1 cement : 6 coarse sand)
62 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is mixed @ 2 liter per 50 kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinkable priming coat to give an even shade.
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 fixing on wall face unplasticised Rigid PVC pipes. With 110 mm diameter
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm - White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.
Providing and fixing PTMT bib cock of approved quality and color. - 15mm nominal bore, 90mm long, weighing not less than 93 grams.
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. - 15mm dia
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Making soak pit 2.5 m diameter circular / 2.5 m square 3.0 meter deep with 45 x 45 cm dry brick honey With F.P.S. bricks
Boundry Wall & Gate
Provision of 1.5 m high Boundary Wall in brick masonry including supply of all materials, labour, T&P etc. complete
At Proposed Tube Well Campus
Provision of Iron Gate with Pillars of following sizes complete
3.6 m wide
M/s G S Mehra and Sons
ASHOK KUMAR KASHYAP
Sharda Prasad
GANPATI ENTERPRISES
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