Approach Road And Fencing Work At Kumai Community Hall Under 44Th Constituency , Kalimpong , Gta
Tender Value
29.42 Lakhs
Estimated cost
Bid Submission
15 Dec 2020
0 days left
EMD
58841
Bank guarantee accepted
Document Fee
2505
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
GORUBATHAN → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Approach Road And Fencing Work At Kumai Community Hall Under 44Th Constituency , Kalimpong , Gta
BOQ
| Name of Work: Approach road and fencing work at Kumai Community Hall under 44th constituency, Kalimpong, GTA | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Cutting and Uprooting | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Earthwork in Cutting to form road section in correct profile in mixed soil including removal of spoils not exceeding initial lead of 50m and initial lift of 1.50m (iii) In mixed hard soil (i,e hard moorum and soil containing laterite and boulders which do not require blasting) | BI01010001012000000000000515BI0100001118 | 300.485 | m3 |
| 3 | 1.02 | Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. | BI01010001010000200000000515BI0100001114 | 735 | m2 |
| 4 | 1.03 | Labour for laying stone edging with 100 mm wide and 250 mm deep edging with stone sets laid-on-edge | BI01010101010000000000000515BI0100001115 | 420 | m |
| 5 | 1.04 | Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.(a) M-15 GradeUsing concrete mixer. | BI01020001010000000000000515BI0100001116 | 101.5 | m3 |
| 6 | 1.05 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. | BI01030001010000000000000515BI0100001117 | 19 | m2 |
| 7 | 2 | Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . | BI01010004010000000000000515BI0100001118 | 41.82 | m3 |
| 8 | 3 | Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site | BI01010801010000000000000515BI0100001119 | 179.723 | m3 |
| 9 | 4 | Providing weep hole (150 X 75mm) in walls including packing brick bats or boulder of approved quality and size at the backsides of walls etc all complete. | BI01010001010600000000000515BI0100001120 | 56 | Nos |
| 10 | 5 | Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by the Engineer-in-charge. | BI01010001410000000000000515BI0100001121 | 62.734 | m3 |
| 11 | 6 | \" V\" Type drain 60cm wide andusing 30cm deep with 150mm to 230mm thick dressed stone laid on edge including cement concrete,plstering and NCP cost & carriage of all materials to worksite. | BI01010001010000000000000515BI0100001122 | 80 | m |
| 12 | 7 | Stone square box drain 30cm x 60cm with hard dressed stone including cost cement concrete,plstering and NCP cost & carriage of all materials to worksite. | BI01010001010000000000000515BI0100001123 | 120 | m |
| 13 | 8.01 | Construction of R.C.C. Slab culvert of span 1.50 mtr. | BI01010001010000000000000515BI0100001125 | 1 | Nos |
| 14 | 8.02 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including emoving, spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. | BI01010001010000000000000515BI0100001126 | 107.89 | m3 |
| 15 | 8.03 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.\n | BI01010001010000000000000515BI0100001127 | 92.83 | m3 |
| 16 | 9 | (II) Cement concrete with 30 mm. down graded shingles excluding shuttering.\nN.B. Variety\nIn ground floor .(a) 1:3:6 proportion. | BI01010001010000000000000515BI0100001128 | 9.22 | m3 |
| 17 | 10 | Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm. including watering and ramming etc.layer by layer complete .(payment to be made on the basis of measurement of finished quantity of work). | BI01010001010000000000000515BI0100001129 | 68.88 | m3 |
| 18 | 11 | Ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttring and reinforcement, if any, in ground floor as per relevant IS codes. | BI01010008010000000000000515BI0100001113 | 40.49 | m3 |
| 19 | 12 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at inter-section, complete as per drawing and direction. | BI01010001015000000000000515BI0100001114 | 0.05 | MT |
| 20 | 13 | Hire and labour charge for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams,columns, lintels curved or staight including fitting fixing and striking out after complection of works. (upto roof of ground floor). | BI01010001010400000000000515BI0100001115 | 27.9 | m2 |
| 21 | 14 | (a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of the Engineer-in-charge. . | BI01010001410000000000000515BI0100001116 | 128 | m2 |
| 22 | 15 | Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean,coarse and washed sand including carriage of all materials to site. | BI01010901010000000008000515BI0100001117 | 1.2 | m3 |
| 23 | 16 | Double kontted wove wire 2.1 m height (17 bars) vertical 300 mm apart horizontal spacing starting from 88 mm ending 200 mm top and bottom wire 10g and all other intermediate and upright wire 9g with finished border 2 ply twisted fencing complete including tightening and fixing the same to posts with staples at every bar including cost of cutting and of lapping joints in net as necessary including cost of staples and wove wire.\n | BI01010501010000000000000515BI0100001118 | 50 | m2 |
| 24 | 17 | Labour for fitting wove wire or similar fencing net tightening and fixing the same to post with staples at every bar (including the cost of cutting and lapping joints in the net, the cost of staples, binding wire etc. and of labour for fixing such staples as necessary). | BI01015001010000000000000515BI0100001119 | 125 | m |
| 25 | 18 | (a) Supplying, fitting galvanised 3 ply 12 gauge / 4 points line of barbed wire in fencing (holes already made in the body of the post) or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanised staples,straining bolt and binding wire where necessary. | BI01010008010000000000000515BI0100001120 | 240 | m |
| 26 | 19 | Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor).[Excluding cost of chipping over concrete surface]. with 1:4 cement mortar | BI01010001070000000000000515BI0100001121 | 129 | m2 |
AI Tender Summary
Tender Timeline
Nov 23, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedDec 15, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 18, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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