Construction Of Lift Irrigation Scheme At Village-Bakradih ) 3Nos Under Block Suriya
Tender Value
23.24 Lakhs
Estimated cost
Bid Submission
13 Oct 2020
0 days left
EMD
46500
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Suriya → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Lift Irrigation Scheme At Village-Bakradih ) 3Nos Under Block Suriya
BOQ
| Name of Work: Construction of Lift Irrigation Scheme under Giridih District | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Supplying labour and equipment for digging well vide classification of soil item-A including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specfication and direction of E/I (A)E/w upto 3 m depth below ground level .(Classification of soil item-(A) | 367.77 | m³ | |
| 2 | 2 | Supplying labour and equipment for digging well vide classification of soil item-C with chiesel and hammer including disposal of excavated materialsand stacking the spoils to a safe distance upto 50m from all complete as per specfication and direction of E/I | 245.16 | m³ | |
| 3 | 3 | Supplying material and labour for providing R.C.C well curb(1:2:4) including centering and shuttering but excluding the cost of reinforcement all complete job as per specification and direction of E/I | 25.74 | m³ | |
| 4 | 4 | Providing rough dressed random rubble stone masonry in C.M.(1:3) in foundation with approved quality of coarse sand of requisite F.M (2.5 to 3.0) washed and screening with raking out joints,curing, scaffolding and its removal wherever required including royalty etc. complete job as per specification and direction of E/I | 148.92 | m³ | |
| 5 | 5 | Supplying laying boulder in rock toe , heel trenches of the dam as per design ,drawing including the cost of materials royalty and all taxes etc, but excluding the cost of carriage all complete as per specificaiton and direction of E/I | 17.64 | m³ | |
| 6 | 6 | Supplying and laying good quality of stone metal filter(20mm to 63mm size) in the rock toe, heel trenches ,toe draing as per design and drawing including the cost of materials ,royalty all taxes etc, but excluding the cost of carriage all complete as per specificaiton and direction of E/I | 4.35 | m³ | |
| 7 | 7 | Supplying and laying sand filter blanking in horizontal portion of the well as per design and drawing with watering compaction including cost of sand ,royalty all taxes etc, but excluding the cost of carriage all complete as per specification and direction of E/I | 1.02 | m³ | |
| 8 | 8 | Supplying and laying gravel filter(Size 5mm to 15mm) in filter blanket and in the toe drain ( in horizontal portion) of the dam as per design ,drawing including the cost of materials royalty and all taxes etc, but excluding the cost of carriage all as per specification and direction of E/I | 1.02 | m³ | |
| 9 | 9 | L/C for fitting and fixing 600mm x 300mm C.I grating in the steining walls of intake well as per specification and direction of E/I | 108 | No | |
| 10 | 10 | Providing 25 mm thick precast R.C.C M-200 with nominal mix of (1:1.5:3) jali with approved quality of stone chips of 6mm nominal size and clean coarse sand of F.M 2.5 to 3.0 with 1.6 mm thick M.S wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar(1:3) including cost of curing ,scaffloding and finishing all complete as per building Specificaiton and direction of E/I | 20.07 | m² | |
| 11 | 11 | Providing materials and labour for fixing 20mm dia M.S bar steps in stening well of 0.3m interval and staggered in (1:2:4) cement concrete inclduing scaffolding and curing etc, all complete as per specification and direction of E/I | 42 | No | |
| 12 | 12 | Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M ( 2.5-3.0) washed and screened inclduing curing, scaffolding, wherever required and its removal royalty etc complete job as per specification and direction of E/I | 278.88 | m² | |
| 13 | 13 | Providing and laying P.C.C or R.C.C. M200 with nominal mix of (1:1.5:3) in various components of dam foundation with approved quality of 20 mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened excluding cost of shuttering or form-work as well of reinforcement ,its cutting,bending, binding and placing including necessary tools and plants and vibrating,curing,royalty etc. complete job as per specifications and direction of E/I.(Item No.5.3.7) | 15.63 | m³ | |
| 14 | 14 | Providing M.S.reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S rods in position all complete as per specification and direction of E/I. 8mm TMT Fe500 (Only valid for SAIL & TATA Steel (Item No.5.3.15(i and ii) | 3.804 | MT | |
| 15 | 15 | Providing shuttering including strutting, proping etc.and its removal after use in foundation as per specifications and direction of E/I.(Item No.5.3.17) | 44.19 | m² | |
| 16 | 16 | Earth-work in filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceeding 150mm thick well watered,rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m cmplete as per specification and direction of E/I.(Item No.6.1.16) | 632.49 | m³ | |
| 17 | 17 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item –A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, levelling, ramming thefoundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. ( S.O.R. item 5.1.1+5.1.2) | 10.125 | m³ | |
| 18 | 18 | Providing coarse clean sand in filing in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/l. ( S.O.R. item 5.1.10)\n | 0.51 | m³ | |
| 19 | 19 | Providing P.C.C.M-150 with nominal mix of (1:2:4) in foundation \nwith approved quality of stone chips 20 mm to 6 mm size gradedand clean coarse sand of F.M. 2.5 to 3.00 including screening shuttering,mixing cement concrete in mixer and placing in position, vibrating, striking,curing, taxes and royalty all complete as per building specification and direction of E/I (Grade -A). ( S.O.R. item 5.3.2)\n | 8.94 | m³ | |
| 20 | 20 | Providing M.S.reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S rods in position all complete as per specification and direction of E/I. 8mm TMT Fe500 (Only valid for SAIL & TATA Steel (Item No.5.3.15(iii))-12mm | 0.0669 | MT | |
| 21 | 21 | E/W in excavtion of foundation trenches as per designed section all kind of soil including moorum soil,soil mixed kankar, pebbles and boulder up to 300mm sizes and disposal of the same (beyond 50M away from the toe of the dam in the country site ) with initial lead of 150m and lift 1.5m all lift as per specification and direction of E/I(5.1.8) | 698.58 | m² | |
| 22 | 22 | Providing course clean sand filling in foundation trenches as in plinth including ramming and watering in layers as per specificaion and direction of E/I(6.6.7) | 52.53 | m³ | |
| 23 | 23 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering,taxes,royalty etc all complete job as per specification and direction of E/I(item 5.6.1 B.S.O.R) | 25.23 | m² | |
| 24 | 24 | Providing and laying P.C.C or R.C.C.M-150 with nominal mix of(1:2:4) in ---do---20mm graed course aggregate---do---complete job as per specification and direction of E/I(5.3.6) | 4.47 | m³ | |
| 25 | 25 | Providing designation 75A brick work in cm(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M 2 to 2.50 including out joints to 15mm depth curing, taxes and royalty all complete job as per specification and direction of E/I(7.4.4) | 4.77 | m² | |
| 26 | 26 | Supplyingf labours and tools for laying and jointing U.P.V.C pipe in trenches and making joints with U.P.V.C collar and solvent cement including providing night guard barrier and red light to safe guard against accident all complete job as per specification and direction of E/I( item 3.1.36 phed sor) | 900 | M | |
| 27 | 27 | Supplying labour and tools for fixing C.I sluice valve in trenches with a pair of .CI tail piece including making lead cauled joints and flanged joint as per ISI specification including supplying all jointing materials(pig lead conforming to ISS 782-1978 yarn conforming to ISS 6587-1972 and nuts ,bolts conforming to ISS 1364-1983) including drilling holes in flange if required as per specification and direction of E/I(item 3.1.35 PHED SOR) | 9 | No | |
| 28 | 28 | providing 12 mm thick cement plaster(1:4) with clean coarse sand of F.M 1.5 including screening curing with all leads and lift water scaffolding, taxes and royalty all complete job as per specification and direction of E/I(5.5.2) | 114.63 | m² | |
| 29 | 29 | Providing 1.5 mm cement punning including curing carriage of water with all lead and lift as per specification and direction of E/I(5.5.10) | 114.63 | m² | |
| 30 | 30 | Cost of dewatering during the construction of sump well using 5HP diesel pump as per specification and direction of E/I | 450 | m² | |
| 31 | 31 | GI Reducer 63.5 to 100mm | 6 | HRS | |
| 32 | 32 | GI Nipple 100mm | 6 | Each | |
| 33 | 33 | GI Nipple 80mm | 3 | Each | |
| 34 | 34 | GI Socket 80mm | 3 | Each | |
| 35 | 35 | NRP Valve 100 mm with flange | 3 | Each | |
| 36 | 36 | PVC Tee 100mm | 9 | Each | |
| 37 | 37 | 100 mm pvc(ISI) pipe ,Supreme | 900 | Mtr | |
| 38 | 38 | 100mm PVC tail piece | 18 | Each | |
| 39 | 39 | PVC MTA 100mm(ISI) | 12 | Each | |
| 40 | 40 | GI Bend 100 mm(ISI) | 9 | Each | |
| 41 | 41 | Flexible Pipe 100mm | 45 | MTr | |
| 42 | 42 | Rubber insertion sheet | 30 | Each | |
| 43 | 43 | Nut Bolt | 15 | Kg | |
| 44 | 44 | Solvent Cement | 15 | Lit | |
| 45 | 45 | GI Clamp3\" | 6 | Each | |
| 46 | 46 | GI flange 100mm | 24 | Each | |
| 47 | 47 | GI Sluce Valve 100mm | 9 | Each | |
| 48 | 48 | Diesel Pump 5HP(Kirloskar make) of ISI mark with all accessories | 3 | Each | |
| 49 | 49 | Carriage of Materials: Cement | 45.75 | Mt | |
| 50 | 50 | Sand | 150.03 | m³ | |
| 51 | 51 | Stone Chips | 49.68 | m³ | |
| 52 | 52 | Boulder | 166.56 | m³ | |
| 53 | 53 | Stone metal | 4.35 | m³ | |
| 54 | 54 | Bricks | 2.757 | Per No | |
| 55 | 55 | M.S. Reinforcement | 3.87 | MT | |
| 56 | 56 | Add GST | 2.04415e+06 | AS per BoQ | |
| 57 | 57 | Add Labour Cess | 2.28945e+06 | AS per BoQ |
AI Tender Summary
Tender Timeline
Oct 07, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedOct 13, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 16, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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