Constructing Of 2 Nos. Inlet U / S Side Of Bridge Leading Village Theh Parta To Goag On Left Side And Right Side Of Para River To Drian Out The Flood Water Of Village Chakku Ladana, Goag And Nagal Constructing Of 2 Nos. Inlet U / S Side Of Bridge Leading
Tender Value
22.48 Lakhs
Estimated cost
Bid Submission
20 May 2022
0 days left
EMD
44970
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kaithal → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Constructing Of 2 Nos. Inlet U / S Side Of Bridge Leading Village Theh Parta To Goag On Left Side And Right Side Of Para River To Drian Out The Flood Water Of Village Chakku Ladana, Goag And Nagal Constructing Of 2 Nos. Inlet U / S Side Of Bridge Leading Village Theh Parta To Goag On Left Side And Right Side Of Para River To Drian Out The Flood Water Of Village Chakku Ladana, Goag And Nagal
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by Mechanical means (hydraulic excavator) manul means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm in plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5m, as direted by Engineer-in-charge. All kinds of soil HSR-4.12.1 |
| 2 | 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. HSR 4.14.1 |
| 3 | Earth Work in excavation, supplying, filling of local earth includingroyality by mechnical means up to 1 KM including rammining, watering etc HSR 4.33 drived |
| 4 | Dressing Bed and prepration of sub grade for lining by HSR 14.1 |
| 5 | Dressing side slopes and preparation of sub grade for lining by HSR 14.2 |
| 6 | Providing & Laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work below (1Cement, 2 concrete sand (zone-iii) plinth level and up to floor IV level CC 1:2:4 HSR 6.1.2 |
| 7 | Brick Work with common burent clay modular bricks of class designation 10.5 in foundation & Plinth in cement mortar 1:3HSR 7.20.1 (734-7.3) |
| 8 | 15 MM thick plaster on the rough side of single or half brick wall of mix 1:4 HSR 11.6.1 |
| 9 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, up to 90 metre depth below ground level.300 mm dia HSR 33.6.1.1 |
| 10 | Supplying, assembling, lowering and fixing in vertical position in bore well Unplasticised PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.200 mm nominal size dia HSR 33.9.3 |
| 11 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumastic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. HSR 33.11.3 |
| 12 | Gravel packing in tube well construction in accordance with IS:4097 including providing gravel fine/medium/coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in -Chief HSR 33.15 |
| 13 | Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. HSR 33.12 |
| 14 | Supplying, filling, spreading & levelling gravels of size range 5 mm to 1 O mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. HSR 33.13 |
| 15 | Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. HSR 33.14 |
| 16 | Development of Tubewell in accordance with IS:2800 and IS:11189, to estiblish maximum rate of usable water yield without sand contant with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by Vnoted method or any other approved method , measuring static level & draw down etc. including all complete . hire & labour charge of air compressor, tools & accessories HSR 33.19 |
| 17 | Providing, hoisting and fixing above plinth level up to floor four level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). HSR 6.43 |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. HSR 6.33.3 |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete HSR No. 6.30.1 |
| 20 | Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi marked sulphate resistance cement as per ISi 12330 with rubber rings ISi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1: 3/2 cement sand mortar and with end dowels filled with 1: 3/2. cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No . 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being 600mm:. HSR 21.95.5 |
AI Tender Summary
Tender Timeline
May 13, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMay 20, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 20, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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