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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Finance | ₹2.2 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s. SAUN SONS CONSTRUCTION L1 |
|---|---|---|---|---|
| 1.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 123.6 | Cum | 2,200 ₹2,71,920 Lowest |
| 2.00 | 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. Ordinary rock | 1,325.7 | Cum | 600 ₹7,95,420 Lowest |
| 3.00 | 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). | 346.55 | Cum | 5,720 ₹19,82,266 Lowest |
| 4.00 | 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 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | 144.84 | Cum | 9,000 ₹13,03,560 Lowest |
| 5.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) | 35.8 | Cum | 10,500 ₹3,75,900 Lowest |
| 6.00 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Mild steel and Medium Tensile steel bars.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 25,000 | Kg | 94 ₹23,50,000 Lowest |
| 7.00 | Centering shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases of columns, etc. for mass concrete | 36.45 | Sqm | 350 ₹12,757.5 Lowest |
| 8.00 | Centering shuttering including strutting, propping etc. and removal of form work for Columns, Pillars, Piers, Abutments, Posts and Struts | 283.17 | Sqm | 900 ₹2,54,853 Lowest |
| 9.00 | Centering shuttering including strutting, propping etc. and removal of form work for Suspended floors, roofs, landings, balconies and access platform | 58.5 | Sqm | 900 ₹52,650 Lowest |
| 10.00 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks | 43.47 | Cum | 9,200 ₹3,99,924 Lowest |
Tender Value
Refer Docs
EMD Value
₹4.6 L
Closing Date
8 May 2024, 1:00 pmClosed
SE 3rd Circle PWD Pithoragarh
SE 3rd Circle PWD Pithoragarh
Development work of Patal Bhuvaneshwar temple in Pithoragarh district under Manaskhand temple series.
2024_pwd_71208_2
1203/962C-03(Yata C)/2024 Dated 06-03-2024
Open Tender
Civil Works - Buildings
Item Rate
270 days
Berinag
As per bid documents
3 documents required · 3 mandatory
₹5,900
EE TD PWD Berinag
₹4.6 L
SE 3rd Circle PWD Pithoragarh
26 Jun 2024
13 Mar 2024
8 May 2024
13 Mar 2024
8 May 2024
14 Mar 2024
18 Mar 2024
Amount
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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. Ordinary rock
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).
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 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Mild steel and Medium Tensile steel bars.Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases of columns, etc. for mass concrete
Centering shuttering including strutting, propping etc. and removal of form work for Columns, Pillars, Piers, Abutments, Posts and Struts
Centering shuttering including strutting, propping etc. and removal of form work for Suspended floors, roofs, landings, balconies and access platform
Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks
Coursed rubble masonry (first sort) with hard stone in foundation andplinth with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand)
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. 0.80 mm thick with zinc coating not less than 275 gm/m²
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 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Painting Steel work 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
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Red sand stone
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