Construction Of Cover Drain From Kalo House Towards Dvc At Rasulpur
Tender Value
1.77 Lakhs
Estimated cost
Bid Submission
25 Jan 2023
0 days left
EMD
3550
Bank guarantee accepted
Document Fee
250
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
rasulpur → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Cover Drain From Kalo House Towards Dvc At Rasulpur
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for Structures |
| 2 | 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 . |
| 3 | I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means |
| 4 | (iv) Without pumping out water and shoring |
| 5 | Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. |
| 6 | Note - 1. Labour rate per m³ is provided; Cost of sand is to be added to arrive at the complete item rate. |
| 7 | 2. Compaction factor of dry clean sand is 0.835. |
| 8 | Supplying and laying Polythene Sheet (150 gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 9 | 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. |
| 10 | (a) M-15 Grade |
| 11 | 1. Construction Wing will add the cost & carriage of 0.9 cum/m³ coarse aggregates and cement as per requirement vide Table 3.2-1 only to arrive at consolidated rate. |
| 12 | Hire & labour charges for shuttering with or without staging upto 4 mtr height using approved stout props with wood planks/ply wood/steel plate with required bracing for any kind of plain or reinforced concrete work in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. |
| 13 | b) Where staging is not required |
| 14 | Plaster (to wall, floor, ceiling etc.) with sand and cement morter including rounding offor chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary |
| 15 | ii) (c) 10 mm thick plasterwith cement morter (1:4) |
| 16 | Neat cenent punning about 1.5 mm thick in wall, dado, window, sills, floor,drain etc |
| 17 | Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. |
| 18 | The rate provided is exclusive of cost of steel materials. Construction wing should add cost & carriage of 1.05 MT (considering 5% wastage) of steel materials to arrive at the final consolidated item rate. |
| 19 | Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. Including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m. |
| 20 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, alamoid/Bitumen/M-Seal etc) complete. |
| 21 | A) UPVC Pipes: |
| 22 | (ii) 110 mm. Dia. |
| 23 | Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia |
| 24 | (SAIL/TATA/RINL) |
| 25 | Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) |
| 26 | GST |
| 27 | Labour cess |
AI Tender Summary
Tender Timeline
Jan 18, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 25, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 28, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender