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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.7 LAdmitted-Finance | ₹52.7 L | L1 | Admitted-Finance |
| 2 | L2₹52.9 L+₹26,483.29 (0.50%)Admitted-Finance | ₹52.9 L+₹26,483.29 (0.50%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical document not complete |
| Sl No | Description | Qty | Unit | bamdev baloni L2 | BIPIN BHANDARI L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in rough excavation, banking excavated earth in layers cm in depth, breaking clods watering, rolling each layer with ½ ton or steel rammers, and rolling every 3rd and top-most layer with po 8 tonnes and dressing up in embankments for roads, flood banks, guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m. All Kinds of soil. | 70.44 | CUM | 245.54 ₹17,295.84 | 244.31 ₹17,209.2 Lowest |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level. 1:5:10 (1 cement: 5 coarse sand: 10graded stone aggregate 40 mm nominal size) | 42.2 | Cum | 5,372.3 ₹2,26,711.06 | 5,345.44 ₹2,25,577.57 Lowest |
| 3.00 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 7.61 | CUM | 7,511.32 ₹57,161.15 | 7,473.76 ₹56,875.31 Lowest |
| 4.00 | Providing and laying in position cement concrete of specified grade cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 0.79 | CUM | 6,606.6 ₹5,242.34 | 6,573.57 ₹5,216.13 Lowest |
| 5.00 | Random rubble masonry with hard stone in foundation and plinth i levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand aggregate 20mm nominal size) at plinth level with | 15.32 | CUM | 5,956.7 ₹91,256.64 | 5,926.92 ₹90,800.41 Lowest |
| 6.00 | Constructing soak pit 1.20x1.20x1.20m filled with brickbats includi pipe 100 mm diameter and 1.20 m long complete as per standard | 1 | No | 2,538.08 ₹2,538.08 | 2,525.39 ₹2,525.39 Lowest |
| 7.00 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 ( 1 cement : 6 coarse sand ) | 8.74 | CUM | 5,992.37 ₹52,358.29 | 5,962.41 ₹52,096.52 Lowest |
| 8.00 | 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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 22.8 | CUM | 9,056.5 ₹2,06,489.88 | 9,011.22 ₹2,05,457.48 Lowest |
| 9.00 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. | 8.4 | Sqm | 4,163.45 ₹34,972.98 | 4,142.63 ₹34,798.09 Lowest |
| 10.00 | Brick work with F.P.S. bricks of class designation 75 in superstruct level upto floor V level in all shapes and sizes in 1:6 | 50.23 | Cum | 7,386.95 ₹3,71,046.5 | 7,350.02 ₹3,69,191.5 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
12 Feb 2024, 9:00 amClosed
Executive Officer Nagar Panchyat Kirtinagar
Executive Officer Nagar Panchyat Kirtinagar
Construction work of cow shed in ward no. 02 under Nagar Panchayat Kirtinagar.
2024_NPKN_68306_1
722/NIT/2023-24 Dt 25-01-2024
Open Tender
Civil Works - Buildings
Item Wise
120 days
Kirtinagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Yes
E.O. Nagar Panchayat
₹1.3 L
Yes
14 Feb 2024
27 Jan 2024
12 Feb 2024
27 Jan 2024
12 Feb 2024
27 Jan 2024
Amount
Earth work in rough excavation, banking excavated earth in layers cm in depth, breaking clods watering, rolling each layer with ½ ton or steel rammers, and rolling every 3rd and top-most layer with po 8 tonnes and dressing up in embankments for roads, flood banks, guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m. All Kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level. 1:5:10 (1 cement: 5 coarse sand: 10graded stone aggregate 40 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Providing and laying in position cement concrete of specified grade cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Random rubble masonry with hard stone in foundation and plinth i levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand aggregate 20mm nominal size) at plinth level with
Constructing soak pit 1.20x1.20x1.20m filled with brickbats includi pipe 100 mm diameter and 1.20 m long complete as per standard
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 ( 1 cement : 6 coarse sand )
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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.
Brick work with F.P.S. bricks of class designation 75 in superstruct level upto floor V level in all shapes and sizes in 1:6
providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages, excluding cost of hangers.
glass panes, with putty and nails wherever necessary float glass panel of thickness4mm
Structural steel work in single section fixed with or without c plate including cutting, hoisting, fixing in position and applying a pr coat of approved steel primer all complete.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete 10.16.2 Hot finished seamless type tubes
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 truss 12.1.1 0.63 mm thick with zinc coating not less than 275 gm/m²
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm)
Centring and shuttering including strutting,ropping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.
Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts.
Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.
12 mm cement plaster of mix in 1:6 (1 cement : 6 fine sand) in Smooth surface
15 mm cement plaster on rough side of single or half brick wall of mix 1:6
15 mm cement plaster on rough side of single or half brick wall fini floating coat of neat cement of mix 1:3 cement Fine sand DSR 13.8.1
Filling available excavated earth (excluding rock) in trenches, plin sides of foundations etc. in layers not exceeding 20cm in de consolidating each deposited layer by ramming and watering, up to 50 m and lift upto 1.5 m.
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
1:3:6 (1 Cement : 3 fine sand : 6 graded stone aggregate 40 mm nominal size). In drin
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade
Finishing walls with water proofing cement paint of required shade in 2 coad snowsem approved quility Apex
Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture
Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture. 100 mm diameter.
Providing and fixing G.I. pipes complete with G.I. fittings and clam cutting and making good the walls etc. Iinternal work - Exposed on wall. 15 mm dia. nominal bore.
Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15mm nominal bore.
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15mm nominal bore.
Providing and fixing PTMT grating of approved quality and colour.Circular type.100 mm nominal dia.
Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast. For 100 mm dia. Pipe
Providing and fixing gun metal gate valve with C.I. wheel of appro (screwed end) 25 mm nominal bore
Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Disposal of excavated material from cutting site to dumping point by truck/tipper including loading and unloading.
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