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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.9 LAdmitted-Finance VILLAGE KWARBAN PO BELTARI DISTRICT PITHORAGARH | PITHORAGARH | UTTARAKHAND | 262501 | ₹59.9 L | L1 | Admitted-Finance |
| 2 | L2₹68.3 L+₹8.4 L (13.9%)Admitted-Finance | ₹68.3 L+₹8.4 L (13.9%) | L2 | Admitted-Finance |
| 3 | L3₹70.6 L+₹10.7 L (17.8%)Admitted-Finance | ₹70.6 L+₹10.7 L (17.8%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | bhuwan dev sharma L2 | dhanpal rawat L3 | SUNIL SINGH L1 |
|---|---|---|---|---|---|---|
| 1.00 | 1-2 Excavation in foundation for retaining, breast walls etc, in all types ofsoils and rocks including all lead, lift and disposal of surplus material asper direction of engineer - in - charge, as per drawing and technicalspecifications Clause 305.1 of MORD Specifiction | 191.4 | Cum | 95,700 ₹95,700 | 1,05,270 ₹1,05,270 | 79,813.8 ₹79,813.8 Lowest |
| 2.00 | 2-2 Concrete with cement, coarse sand and 40 mm gauge stone ballast inproportion 1:4:8 in foundations and floors including supply of all material,labour and T&P etc. required for proper completion of the work. as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 | 99.12 | Cum | 5,45,160 ₹5,45,160 Lowest | 5,55,072 ₹5,55,072 | 5,45,358.24 ₹5,45,358.24 |
| 3.00 | 12-5 Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m)12-5-2-2 Nominal mix 1:2:4 (Hand mixed) | 96 | cum | 7,20,000 ₹7,20,000 Lowest | 7,20,000 ₹7,20,000 Lowest | 7,58,208 ₹7,58,208 |
| 4.00 | 1-4 Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, inbreast walls, retaining walls, parapets, scuppers, etc. including supply ofall material, labour, T&P and royaltiies etc. complete as per drawing andtechnical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 246.6 | Cum | 12,33,000 ₹12,33,000 | 12,57,660 ₹12,57,660 | 10,76,655.6 ₹10,76,655.6 Lowest |
| 5.00 | 2-1 Cement plum Masonry with 40% plum & 60% 1:3:6 cement concreteincluding supply of all material, labour, T&P etc. required for propercompletion of the work. as per drawings and technical specificationsClause 802, 803, 1202 & 1203 of MORD Specifiction | 199.73 | Cum | 10,98,515 ₹10,98,515 | 11,18,488 ₹11,18,488 | 9,91,659.45 ₹9,91,659.45 Lowest |
| 6.00 | 14-2 Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | 216 | Cum | 10,80,000 ₹10,80,000 | 11,01,600 ₹11,01,600 | 6,05,664 ₹6,05,664 Lowest |
| 7.00 | 2.6 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-in-charge. 2.6.1 All kinds of soil | 26.02 | Cum | 13,010 ₹13,010 | 15,612 ₹15,612 | 5,256.04 ₹5,256.04 Lowest |
| 8.00 | 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) | 2.98 | Cum | 22,350 ₹22,350 | 22,350 ₹22,350 | 19,289.54 ₹19,289.54 Lowest |
| 9.00 | 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). | 23.73 | Cum | 2,96,625 ₹2,96,625 | 3,08,490 ₹3,08,490 | 2,58,657 ₹2,58,657 Lowest |
| 10.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 50.93 | sqm | 40,744 ₹40,744 Lowest | 40,744 ₹40,744 Lowest | 41,711.67 ₹41,711.67 |
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
13 Sept 2023, 2:00 pmClosed
EO Nagar Palika
Nagar Pallika Parishad Mussoorie
Tender For Contraction of biomethane plant side development C.N.D west c.c road RR wall community toilet office work at nagar palika mussorie .ward no. 03
2023_NPPM1_62469_1
1317/NN/2022-23
Open Tender
Civil Works
Item Wise
7 days
Nagar Pallika Parishad Mussoorie
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EO Nagar Palika
₹1.2 L
9 Oct 2023
26 Aug 2023
13 Sept 2023
26 Aug 2023
13 Sept 2023
26 Aug 2023
1-2 Excavation in foundation for retaining, breast walls etc, in all types ofsoils and rocks including all lead, lift and disposal of surplus material asper direction of engineer - in - charge, as per drawing and technicalspecifications Clause 305.1 of MORD Specifiction
2-2 Concrete with cement, coarse sand and 40 mm gauge stone ballast inproportion 1:4:8 in foundations and floors including supply of all material,labour and T&P etc. required for proper completion of the work. as perdrawings and technical specifications Clause 802, 803, 1202 & 1203
12-5 Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m)12-5-2-2 Nominal mix 1:2:4 (Hand mixed)
1-4 Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, inbreast walls, retaining walls, parapets, scuppers, etc. including supply ofall material, labour, T&P and royaltiies etc. complete as per drawing andtechnical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
2-1 Cement plum Masonry with 40% plum & 60% 1:3:6 cement concreteincluding supply of all material, labour, T&P etc. required for propercompletion of the work. as per drawings and technical specificationsClause 802, 803, 1202 & 1203 of MORD Specifiction
14-2 Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
2.6 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-in-charge. 2.6.1 All kinds of soil
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 Centering and shuttering including strutting, propping etc. and removal of form for :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 classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in :6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand)(13.1.2)DSR-
10.25 Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gatesand similar works
9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).9.1.2 Sal wood
9.7 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick 9.7.5.4 Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II, IS:12823 marked
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. 11.41.1 Size of Tile 500x500 mm
12.1 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. 12.1.1 1.00 mm thick with zinc coating not less than 275 gm/m²
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
13.61 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
4.11 Providing and laying c.c floor 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size
12.31 Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately): 12.31.1 Flat surfaces
Sanitary Fittings 17.2 Providing and fixing white vitreous china pedestal type water closet(European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid
17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:17.7.2 White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap
Providing & Fixing of 15mm G.I. class 'B' Pipe (Jindal hissar Make) complete with G.I fittings & clamps including supply of all materials, labour and T&P etc. and including making good the wall etc. (internal work))as per D.s.r.code no.18.12.1 15 mm dia nominal bore
18.12.2 20 mm dia nominal bore
18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank.
18.18 Providing and fixing ball valve (brass) of approved quality, High or lowpressure, with plastic floats complete :18.18.2 20 mm nominal bore
18.16 Providing and fixing brass stop cock of approved quality18.16.2 20 mm nominal bore
17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
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
bhuwan dev sharma
dhanpal rawat
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