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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC | L1 | Accepted-AOC Accepted due to lowest rates | |
| 2 | L2₹6.4 L+₹14,382.45 (2.31%)Rejected-Finance R O VILLAGE KALYANA P O KANLOG TEHSIL DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L2 | Rejected-Finance The rates are on higher side hence rejected | |
| 3 | L3₹6.4 L+₹18,789.40 (3.02%)Rejected-Finance WARD NO 10 DEVINAGAR PAONTA SAHIB DISTRICT SIRMOUR H P | L3 | Rejected-Finance The rates are on higher side hence rejected | |
| 4 | L4₹6.9 L+₹62,369.25 (10.0%)Rejected-Finance | L4 | Rejected-Finance The rates are on higher side hence rejected | |
| 5 | L5₹7.2 L+₹96,133.74 (15.4%)Rejected-Finance | L5 | Rejected-Finance The rates are on higher side hence rejected |
Tender Value
Refer Docs
EMD Value
₹11,200
Closing Date
7 Dec 2020, 10:30 amClosed
Executive Engineer RB MC Shimla
Executive Engineer RB MC Shimla
Construction of Rain Shelter at BCS Bus Stopage in ward No. 31 Pateog
2020_MC_42701_27
3061Dated11112020
Open Tender
Civil Works
Item Rate
120 days
Shimla
Please refer Tender Documents
7 documents required · 7 mandatory
₹350
Executive Engineer RB MC Shimla
₹11,200
6 May 2021
24 Nov 2020
7 Dec 2020
24 Nov 2020
7 Dec 2020
24 Nov 2020
Amount
Excavation in earth work in all kinds of earth work including spade work, pick work, jumper work, B/work chiseling wedging out of rock etc. up to all lifts in earth work including dressing of sides and bed and disposing of excavated earth to be leveled and neatly dressed as directed by the Engineer-in-charge. (Disposal of earth/muck in MC dumping site at Bharyal free of cost, transportation charges will be paid extra)
Providing and laying cement concrete 1:4:8 (1 cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in: Foundation and plinth:
Stone soling properly hand packed filling interstices with kharanja stone and consolidating with power road roller to the required gradient and comber including spreading, watering and rolling of binding materials moorum or earth etc. complete as per HPPWD specification. 100mm spread thickness (finished work including materials and labour)
Random rubble maonsry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement: 6 sand; 12 graded stone aggregate 20mm nominal size) at plinth level in cement mortar 1:6 (1 cement: 6 sand)
Providing and laying cement concrete 1:1.5:3 (1 cement :1.5: Sand : 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work. Foundation and plinth :
Providing mild steel/ Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor all level-tor steel
Steel work welded in built up sections,trusses and framed work,including cutting,hosting,fixing in position and applying a priming coat of red lead paint.In beams joists channels,angles,tee,flats with connecting plates or angle cleats as in main and cross beams,hip and jack rafters,purlins connected to common rafters and the like.
Providing and fixing M.S. BP Sheet 1.66mm to 2mm thick in eaves board/facia/soffits/ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-charge (Base members of steel work shall be measured & paid separtely)
Providing and fixing ridges or hips 60 cm overall with 0.60mm thick prepainted steel sheets in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia & prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer in Charges.
Providing and fixing PGI Sheet 0.63mm thick in expansion joint with overall width 45 cm fixed to beam /slab with wooden plugs and screws i/c bending to slope and fixed in bitumen mix filler in proporation of 80 kg bitumen 1 kg of cement & 0.25 cum of sand hot mixed complete.
Kota stone slab flooring 20 mm (average) thick base of cement mortor 1:4 (1 cement :4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab. Including rubbing and polishing complete. 25 mm thick.
Painting two coats(excluding coat) on new wood and wood based surface with enamel paint to give an even shade including cleaning the surface of dirt,dust and other foreign matter,sand papering & stoping With enamel paint other than white
P/F M.S. Rest Benches three Seater with C.I. Rest Arms weight not less than less than 65kg
ABHISHEK THAKUR
RAKESH
Pranav Bhandari
INDER JEET
Dalip Singh
VIJAY KUMAR SHARMA
MANMOHAN SHARMA
MANOJ KUMAR
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