Construction Of Drain Behind Gau Shala From Back Side Of Sanatan School To Gau Shala At Ward No . 11 Mandawa ( S . No 02 )
Tender Value
10.44 Lakhs
Estimated cost
Bid Submission
11 Mar 2020
0 days left
EMD
20880
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
MANDAWA → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
construction Of Drain Behind Gau Shala From Back Side Of Sanatan School To Gau Shala At Ward No . 11 Mandawa ( S . No 02 )
BOQ
| Name of Work: CONST.OF DRAIN BEHIND GAU SHALA FROM BACK SIDE OF SANATAN SCHOOL TO GAU SHALA AT WARD NO. 11 MANDAWA | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation in foundation, trenches, manholes, road side chamber etc including dressing of sides and ramming of bottoms i/c getting out the excavated material, reffiling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direetion at engineer for following depth, below natural ground/ road top level in all types soil such as moorum, sand sandy silt , clay black cotton soil, kankar etc depth upto 1.5 m. \nfor Road side drain wall both Side\nfrom 0.00 m to 270.00 m Gau Shala Side\nfrom 0.00 m to 180.00 m Another Side | 164.52 | CUM | |
| 2 | 1.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: | |||
| 3 | 2 | 1:4:8 (1 Cement: 4 Corse/Fine sand :8 graded stone aggregate 40 mm nominal size) | 45.48 | CUM | |
| 4 | 3 | 1 : 1.5 : 3 (1 Cement: 1.5 Corse/Fine sand : 3 graded stone aggregate 20 mm nominal size)\nfrom 0.00 m to 270.00 m Gau Shala Side\nfrom 0.00 m to 180.00 m Another Side | 16.56 | CUM | |
| 5 | 4 | Random Rubble stone masonary for with hard stone in foundation and plinth in cement mortar 1:4 (1cement : 4 sand ) \nfrom 0.00 m to 270.00 m Gau Shala Side\nfrom 0.00 m to 180.00 m Another Side | 131.22 | Cum | |
| 6 | 5 | Providing & Laying damp proof course 50 mm th. With cement concrete 1:2:4 (1 cement : 2 sand : 4 stone aggregate 20 mm nominal size ) \nfrom 0.00 m to 270.00 m Gau Shala Side\nfrom 0.00 m to 180.00 m Another Side | 291.6 | SQM | |
| 7 | 6 | Stone work (Machine cut edge) for wall line etc.(veneer work)backing filled filled with a grout of 12 mm thick cement mortar 1:3 (1 cement : 3 Coarse sand) including pointing in the white cement mortar 1:2 (1 white cement : 2 Stone dust) with an admixture of pigment matching the stone shade:(to be secured to the backing bymeans of cramps which shall be paid for separately)\nRed sand stone - exposed face fine dressed with rough backing 40 mm Thick | 32.4 | SQM | |
| 8 | 7 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.\nIn gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. | 54.855 | KG | |
| 9 | 8 | Cement Plastering including T & P, Scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc.with 20 mm thick plaster of mix | 426.6 | SQM | |
| 10 | 9 | Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens (Karries and battens to be paid separately) including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete :Red sand stone slab | 57.6 | SQM | |
| 11 | 10 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. | 24 | MTR | |
| 12 | 11 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. | 580.473 | KG | |
| 13 | 12 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : | 7.2 | CUM |
AI Tender Summary
Tender Timeline
Feb 29, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 11, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 13, 2020
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