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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance GOVT ELECTRICAL CONTRACTOR C VILLAGE HAT PO BAJAURA TEHSIL BHUNTAR DISTRICT KULLU HP 175125 | KULLU | HIMACHAL PRADESH | 175125 | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
Tender Value
₹5.4 L
EMD Value
₹11,000
Closing Date
5 Jan 2022, 6:00 pmClosed
Executive Officer
MC Theog
C.o Rain Shelter on Hospital-Rahighat Road in Ward No.6
2021_UDDHP_55047_1
NO.1atender.MCT.2021-1874 dt. 16.12.2021
Open Tender
Civil Works
Item Rate
60 days
MC Theog
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
EO Theog
₹11,000
Yes
6 Jan 2022
28 Dec 2021
6 Jan 2022
28 Dec 2021
5 Jan 2022
28 Dec 2021
Amount
Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and topmost layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 mtr :
Earth work in surface excavation not exceeding 30 cm in (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Hard rock (blasting prohibited)Pits for vertical posts
For plinth beam
For retaining wall foundation
Stone Soling properly hand packed filling interstices with spalls and consolidating including spreading water complete
Providing form work with steel plates of 3.15mm Beams, cantilever, girders and lintels :- Sides and soffits of beams,Plinth Beams
Vertical surfaces such as walls (any thickness)
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)Pits
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level (1:1.5:3)Plinth Beam
Steps
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level(Mild steel and Medium Tensile steel bars)
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m²
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Vertical Posts (ISMC 100X50 box)
Beam(ISMC 100X50 box)
Railing
Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size.)
Stone filling behind retaining walls.
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sandLight shade pigment using white cement
Amit Verma
VINOD KUMAR
VIRENDER KUMAR
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