Construction Of Road Including Culvert From Parbatipur Bus Stand To Parbatipur Rail Gate
Tender Value
29.65 Lakhs
Estimated cost
Bid Submission
23 Oct 2019
0 days left
EMD
59314
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kulpi → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road Including Culvert From Parbatipur Bus Stand To Parbatipur Rail Gate
BOQ
| Name of Work: Construction of road including Culvert from Parbatipur Bus Stand to Parbatipur Rail gate at Keoratola GP under Kulpi Panchayat Samiti | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road Work | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Labour for taking out old soling edging including removing debris | BI01010001010000000000000515BI0100001113 | ||
| 3 | 1.02 | a) Single flat soling | BI01010001010000000000000515BI0100001114 | 750 | M2 |
| 4 | 1.03 | Supplying & Labour for laying brick edging (75 mm wide) with departmental brick laid true to line and level including carriage of departmental bricks within a lead of 150 metres cutting necessary trench in soil or in hard metalled surface laying the bricks and repacking the trench (on both sides of the edging) with spoils and ramming the same thoroughly. | BI01010001010000000000000515BI0100001115 | ||
| 5 | 1.04 | b) Brick-on-end edging [ With New bricks ] | BI01010001010000000000000515BI0100001116 | 1000 | M |
| 6 | 1.05 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. | BI01010001010000000000000515BI0100001117 | 176.25 | M3 |
| 7 | 1.06 | Supplying & /Labour for laying soiling with departmental bricks including carriage of departmental bricks within a lead of 150 metres preparation of bed as necessary with brick joints properly filled in and packed with local sand or powdered earth and including necessary cushion of similar materials below the soling (and in between layers when more than one layer is used) | BI01010001010000000000000515BI0100001261 | ||
| 8 | 1.07 | a) Single brick flat soling (thickness 75 mm) [With old Bricks ] | BI01010001010000000000000515BI0100001262 | 600 | M2 |
| 9 | 1.08 | b) Single brick flat soling (thickness 75 mm) [With New Bricks ] | BI01010001010000000000000515BI0100001263 | 575 | M2 |
| 10 | 1.09 | Hire and Labour Charges for shuttering with hard wood for precast R.C. Slab curved, or stright and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hosting etc, complete in all respect. | BI01010001010000000000000515BI0100001264 | 100 | M2 |
| 11 | 1.1 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and clause 602 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). a) 1:1.5:3 Cement concrete with Stone Chips. | BI01010001010000000000000515BI0100001265 | 156.25 | M3 |
| 12 | 1.11 | Close Bamboo Walling made of 65mm to 75mm dia. bamboos (in single line) driven about half-length into the ground side by side, with stout stays at an interval of 1m, 3nos. of half split bamboo runner of same dia fitted and fixed with nails etc. complete as per direction. (Measurement to be taken along the length of piling after finishing the works). (iii) With bamboos of length above 2.50m and upto 3.00m | BI01010001010000000000000515BI0100001266 | 200 | m |
| 13 | 1.12 | Supplying & labour for laying earth filled bags and placing them in position as directed. | BI01010001010000000000000515BI0100001267 | 8000 | nos |
| 14 | 1.13 | Earth work with loose carried earth supplied by the agency within a lead upto a total lead of 5 km. ( As per Analysis rate ) | BI01010001010000000000000515BI0100001268 | 720 | cum |
| 15 | 1.14 | E.C. Bullah walling with earth bullah walling made of100 mm. dia. Bullah @3750 mm. c/c driven about 3.75 m. below g.l. including fitting& fixing 100 mm. dia. Tie bar & tie post @ 2.25 m. c/c including fitting & fixing 3 nos. 100 mm. dia. runner fitted & fixed with nails all complete. | BI01010001010000000000000515BI0100001269 | 200 | mtr |
| 16 | 1.15 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, 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. | BI01010001010000000000000515BI0100001270 | 80 | cum |
| 17 | 1.16 | 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)(a) With earth obtained from excavation of foundation. | BI01010001010000000000000515BI0100001271 | 19 | cum |
| 18 | 1.17 | (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) | BI01010001010000000000000515BI0100001272 | 7 | cum |
| 19 | 1.18 | 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. | BI01010001010000000000000515BI0100001273 | 37.14 | sqm |
| 20 | 1.19 | Ordinary cement concrete with graded stone ballast ( 40 mm. nominal size ) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. In ground floor and foundation. | BI01010001010000000000000515BI0100001274 | 6.79 | cum |
| 21 | 1.2 | Hire and labour charges 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 straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor)25 mm 30 mm thick wooden shuttering | BI01010001010000000000000515BI0100001275 | 21.18 | sqm |
| 22 | 1.21 | Ordinary cement concrete ( mix 1:1.5:3 ) with graded stone chips ( 20 mm. nominal size ) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. | BI01010001010000000000000515BI0100001276 | 4 | cum |
| 23 | 1.22 | 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, including supply of rods, 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 every inter-section, complete as per drawing and direction.II. Other than SAIL/TATA/RINL, Rate as per 4th corrigundun W.E.F.22/7/16\n | BI01010001010000000000000515BI0100001277 | 0.81 | MT |
| 24 | 1.23 | Brick work with 1st class bricks in cement mortar( 1 :6) a) In foundation & plinth | BI01010001010000000000000515BI0100001278 | 27.09 | cum |
| 25 | 1.24 | Plaster (to wall, floor, celling etc) with sand and cement mortar including rounding off or chamfering Conrners as directed and raking out joints including throating, nosing and drip dourse, scffolding/staging where necessary (gorund floor) (excluding cost of chipping over concrete surface)(i) With 1:6 cement mortar | BI01010001010000000000000515BI0100001279 | ||
| 26 | 1.25 | 15 mm thick plaster, inside | BI01010001010000000000000515BI0100001280 | 55.61 | sqm |
| 27 | 1.26 | 10 mm thick plaster, Celling | BI01010001010000000000000515BI0100001281 | 18 | sqm |
| 28 | 1.27 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.\nNOTE : Cement 0.152 cu.m. per 100 sq.m. | BI01010001010000000000000515BI0100001282 | 55.61 | sqm |
| 29 | 1.28 | GST @12% | 1 | item | |
| 30 | 1.29 | Labour Welfare Cess @1% | 1 | item |
AI Tender Summary
Tender Timeline
Sep 25, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 23, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 25, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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