Construction Of Link Road Mata Sarai To Harijan Basti Netla Via Changan Basti Gp Nari Km 000 To 2210 Sh Const Of 30Meter Solid Causeway At Rd 1585 To 1615 Under Sccp Const Of Link Road Mata Sarai To Harijan Basti Netla Via Changan Basti Gp Nari Km 000
Tender Value
12.43 Lakhs
Estimated cost
Bid Submission
29 Jul 2020
0 days left
EMD
24900
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bharwain → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Link Road Mata Sarai To Harijan Basti Netla Via Changan Basti Gp Nari Km 000 To 2210 Sh Const Of 30Meter Solid Causeway At Rd 1585 To 1615 Under Sccp Const Of Link Road Mata Sarai To Harijan Basti Netla Via Changan Basti Gp Nari Km 000 To 2210 Sh Const Of 30Meter Solid Causeway At Rd 1585 To 1615 Under Sccp
BOQ
| Name of Work: - C/O Link road Mata Sarai to Harijan Basti Netla via Changan Basti GP Nari km. 0/0 to 2/210 (SH:- C/O Solid Causeway at RD 1/585 to 1/615) under SCCP | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock, chiselling/wedging out rocks( where blasting in prohibited ) as per drawings and M.O.R.D. technical specification clause 305.1 and as per direction of the Engineer-in-charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto all leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm ( one hundred fifty milimetres) compacted thickness including shoring and strutting and pumping and bailing out water ( surface and sub soil water ) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of the Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals. | BI01010001010000000000000515BI0100001113 | 310.62 | Per cubic metre. |
| 2 | 2 | Providing and laying mechanically mixed and vibrated concrete for plain/reinforced concrete in open foundation for all type of structure complete of plain cement concrete grade M-10 (M-Ten) (nominal mix 1:3:6, (one cement: three sand : six graded crushed stone aggregate 20 mm (Twenty milimeternominal size) on ground or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights/ depths including the cost of form work as per drawings and technical specification Clause 802, 803, 1202 and 1203 as per the direction of the Engineer-in-charge , including carriage of materials within all leads and lifts and other incidentals. The rate includes of octroi, royalty, Malkana, toll tax , goods service tax, labour cessor other taxes imposed by the Government. | 61.05 | Per cubic metre. | |
| 3 | 3 | Providing and laying mechanically mixed and vibrated concrete for plain/reinforced cement concrete 1: 2½:5 (one cement: two and half sand: five graded crushed stone aaggregate) in sub structure for all type of structure complete of plain cement concrete grade M-15 (M-fifteen) nominal mix cement contents not less than 275 kg (two hundred seventy five kilogram) per cubic metre on ground or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights/ depths including the cost of form work as per drawings and M.O.R.D. technical specification Clause 802, 804, 805, 806, 807,1202 and 1206 as per the direction of the Engineer-in-charge , including carriage of materials within all leads and lifts and other incidentals. The rate includes of octroi, royalty, Malkana, toll tax , goods service tax, labour cess or other taxes imposed by the Government. | 110.25 | Per Cubic metre. | |
| 4 | 4 | Providing and laying mechanically mixed and vibrated reinforced cement concrete in super structure as per drawing and M.O.R.D. technical specification Clause 800, 1205.4 and 1205.5 designed to obtain the minimum strength of grade M-25 (M twenty five) design mix cement contents not less than 340 kg (three hundred forty kilogram) per cubic metre and curing complete including cost of form work but excluding the cost of reinforcement for reinforced concrete work in superstructure as per the entire satisfaction and direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidental. The rate including octroi, royality, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government. | 42.55 | Per cubic metre. | |
| 5 | 5 | Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawings and technical specifications Clauses 1001, 1004 and 1206 including cutting, bending, binding and placing in position complete in all respect including cost of binding wire upto all heights including carriage of materials within all leads and lifts and other incidentals . The rate includes octroi, royalty, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government. | 1.65 | Per Tonne. | |
| 6 | 6 | Providing laying spreading and compacting stone aggregate of specific size 90mm to 45mm (Ninety millimeterto forty five millimetre) @ 1.21 cubic meterper ten square meterfor compacted thickness Grading-1{100mm (hundred millimetres) consolidated thick} to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 K.N. static roller in stages to proper grade and camber applying and brooming, stone screening type-A of size 13.2mm (thirteen point two millimetres) nominal size at the rate of 0.27 cum per ten square metres and binding material at the rate of 0.08 cum (zero point zero eight) per 10 sqm. (ten square metre) to fill up the interstices of coarse aggregate, watering and compacting to the required denisity by mechanical means as per M.O.R.D. Technical Specification Clause 405 and direction of Engineer-in-charge including carriage of materials/machinery required to execute the work in all leads and lifts and other incidentials. The rate including octroi, royality, Malkana, toll tax, goods service tax, labour cessor other taxes imposed by the Government. | 35.16 | Per Cubic metre. | |
| 7 | 7 | Providing and laying of boulder apron laid in wire crates with 4mm ( four millimetrre ) dia G.I. wire ( Galvanized iron wire) confirming to IS:280 (IS : two hundred eighty ) and IS : 4826 (IS : four thousand eight hundred twenty Six) in 100mmx100mm ( hundred millimetres into hundred millimetres) mesh ( Woven diagonally ) including 10% ( ten percent ) extra for laps and joints laid with stone boulders weighing not less than 25kg ( twenty five kilogramme) each and stone spalls as per drawing and M.O.R.D. technical specification Clause 1301 and as per directions of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidentals . The rate includes octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Government. | BI01010001010000000000000515BI0100001252 | 236.38 | Per cubic metre. |
AI Tender Summary
Tender Timeline
Jul 23, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 30, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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