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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹60.8 L+₹12.0 L (24.6%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹63.7 L+₹14.9 L (30.6%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAMESH SINGH KATHAIT L1 | balwant singh rawat L3 | dhanpal rawat L2 |
|---|---|---|---|---|---|---|
| 1.00 | 2.7 Earth work in excavation by mechanical means (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. 2.7.1 Ordinary rock | 800 | cum | 2,81,600 ₹2,81,600 Lowest | 3,04,000 ₹3,04,000 | 2,96,000 ₹2,96,000 |
| 2.00 | 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil. | 86.4 | Cum | 31,104 ₹31,104 Lowest | 33,696 ₹33,696 | 32,832 ₹32,832 |
| 3.00 | Site clearance including all labour and t&p.(M.R) | 886.4 | cum | 2,37,555.2 ₹2,37,555.2 Lowest | 6,20,480 ₹6,20,480 | 5,31,840 ₹5,31,840 |
| 4.00 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 10.94 | cum | 49,230 ₹49,230 Lowest | 65,640 ₹65,640 | 54,700 ₹54,700 |
| 5.00 | 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | 113.31 | cum | 11,76,384.42 ₹11,76,384.42 Lowest | 13,03,065 ₹13,03,065 | 12,46,410 ₹12,46,410 |
| 6.00 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 80.64 | sqm | 80,640 ₹80,640 Lowest | 1,00,800 ₹1,00,800 | 96,768 ₹96,768 |
| 7.00 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 388.59 | sqm | 4,27,449 ₹4,27,449 Lowest | 5,05,167 ₹5,05,167 | 4,66,308 ₹4,66,308 |
| 8.00 | 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes(weepholes) | 60 | Rmt | 19,440 ₹19,440 Lowest | 22,500 ₹22,500 | 21,000 ₹21,000 |
| 9.00 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more | 10,673.8 | kg | 12,80,856 ₹12,80,856 Lowest | 20,28,022 ₹20,28,022 | 19,21,284 ₹19,21,284 |
| 10.00 | 6.4 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 :6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Net brickwork (1:6) | 14.49 | cum | 1,16,905.32 ₹1,16,905.32 | 13,765.5 ₹13,765.5 Lowest | 1,30,410 ₹1,30,410 |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
13 Sept 2023, 2:00 pmClosed
EO Mussoorie
Nagar Pallika Mussoorie
Tender For Contruction of Shop Work Vender Zone Kikrek and Taxi Office at Nagar Palika Mussorie. Ward No.06
2023_NPPM1_62331_1
1317/NN/2022-23
Open Tender
Civil Works
Item Wise
7 days
Nagar Pallika Mussoorie
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
EO Nagar Palika
₹1.5 L
9 Oct 2023
24 Aug 2023
13 Sept 2023
24 Aug 2023
13 Sept 2023
24 Aug 2023
2.7 Earth work in excavation by mechanical means (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. 2.7.1 Ordinary rock
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
Site clearance including all labour and t&p.(M.R)
4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes(weepholes)
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more
6.4 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 :6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Net brickwork (1:6)
12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand)(13.1.2)DSR- Total Plastering(1:6)
11.41 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.11.41.3 Size of Tile 800x800 mm
13.80 Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete
13.41 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :13.41.1 New work (two or more coats) over and including waterthinnable priming coat with cement primer
13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.61.1 Two or more coats on new work
13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :13.48.3 Painting Steel work with Deluxe Multi Surface Paint togive 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 and manufacture
0.6 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover
10.7 Providing and fixing ball bearing for rolling shutters
Item Electrical Fittings Wiring point for light with 1.50 Sq.mm PVC insulated single core cable in HD PVC condute pipe on surface complete with 1.50Sq.mm PVC insulated Aluminium conductor cable as earth continuity wire drawn inside the conduit complete in all respect . (M.R) Light . Rate
Tube Light ./led light
Fan with box .Rate/ exest fan
Plug Point Box.
MCB Box
dhanpal rawat
balwant singh rawat
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