Augmentation Of Gwss Kotkhai Town Damaged Due To Tkh Road In Nagar Panchayat Kotkhai Tehsil Kotkhai Distt. Shimla (H.P) (Job - 2) (Sh: Construction Of Rcc Storage Tank Of 10000 Ltrs Cap. = 2 Nos., Laying, Jointing And Testing Of G.I Pipes Of Various Dia A
Tender Value
16.13 Lakhs
Estimated cost
Bid Submission
20 May 2023
0 days left
EMD
31700
Bank guarantee accepted
Document Fee
400
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kotkhai → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Augmentation Of Gwss Kotkhai Town Damaged Due To Tkh Road In Nagar Panchayat Kotkhai Tehsil Kotkhai Distt. Shimla ( H.P ) ( Job - 2 ) ( Sh: Construction Of Rcc Storage Tank Of 10000 Ltrs Cap. = 2 Nos., Laying, Jointing And Testing Of G.I Pipes Of Various Dia And Costruction Of Anchor Block ) .
BOQ
| Sl. No. | Item Description |
| 1 | Excavationinfoundations , trenches etc.,inearthwork , liftup to 1.50metres.Stackingtheeacavated soil not more than 3 metres clear from the edge of the excavation and then returning thestackedsoil in 15 cm. (fifteencentimetres)layers , whenrequiredintoplinth andsidesof foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as perthe directionof the Engineer - in - Charge. |
| 2 | Providing and laying cement concrete 1:3:6 (1cement:3app.sand:6app. graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 3 | Providing and laying cement concrete 1:1:2 (1cement :1Sand: 2 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in: |
| 4 | Foundation and Plinthwith in all leads and lifts as per the direction of the Engineer in Charge. |
| 5 | Walls (Any thickness) attached pillasters, pillasters, buttresses, beam girder and contilevers upto floor two levelwith in all leads and lifts as per the direction of the Engineer in Charge. |
| 6 | Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies,height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removalof the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge. |
| 7 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads aand lifts as per the direction of the Engineer in Charge. |
| 8 | Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness with in all leads aand lifts as per the direction of the Engineer in Charge. |
| 9 | Providing and laying cement concrete work 1:1.5:3 (1cement :1.5 sand: 3 graded stone aggregate 20 mmnominal size) and curing complete excluding cost of form work and reinforcment for reinforcementconcrete work in Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge. |
| 10 | Providing mild steel/ tor steel reinfircement for rainforced concrete work I/C bending, binding and placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge. |
| 11 | Providing and Fixing (M.S. Sheet & Angle Iron) 600x600 mm size man hole cover with frame and controling chaber for wheel valve complete in all respects including locking arrangements etc. (not less than 58 Kg) within all leads and lifts and as directed by the Engineer-in-charge. |
| 12 | Laying, jointing and testing of G.I pipes of various dia with butt welding for inlet, putlet and scoure pipe including all leads and lifts and entire carriage of material at site and direction of Engineer in Charge. (50 mm dia.) |
| 13 | Steel work welded in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of redlead paint etc. with in all leads and lifts as per the direction of the Engineer in charge. |
| 14 | Laying, butt welding and testing of ISI marked steel tubes plain ended in trenches of following dia as per IS 1239-2001, including jointing the pipes with butt welding at both the ends according to relevant BIS standards/approved specifications including manufacturing reducers/tapers, all short pices and bends as per site requirement and made from parent tubes ( to be measurer and paid alongwith pipes. Bends shall be manufactured in such a way that not more than 111/4 degree deflection is caused by a single cut and internal dia is not reduced including hydraulic testing to the entire satisfaction of Engineer-in-charge. The damaged portion of galvanization due welding shall be provided with anticorrosive treatment by providing two coats of bituminous paint over priming coat as per AWWA specification C-203-1978. (Earth work to be measure & paid for separately). (For Distribution Network & Fire Line) |
| 15 | 25 mm dia (Light Class). |
| 16 | 32 mm dia (Light Class). |
| 17 | 65 mm dia (Light Class). |
| 18 | Gravity Main |
| 19 | 100mm dia G.I Medium Thickness 4.00F/table-5 |
| 20 | Providing and welding MS flanges as per table below confirming to IS:6392-1971(up to date ammendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS 814-1967 including required Nos. and size of MS nuts and bolts as per IS: 1369-1967 and compressed asbestos fiber jointless gaskets sheets not less than 3mm thick as per IS:2712-1965.The welding of flanges to be done in three layers ( two out side +one inside) to make the joints leak proof and complete in all respects with in all leads & lifts as per directions of Engineer - in - charge. |
| 21 | 100mm dia G.I Medium Thickness 4.00F/table-5 |
| 22 | Providing & fixing of copper alloy full way wheel valve of the following diametre including necessary all pipefittings with in all leads & lifts as per entire satisfication of Engineer - in - charge. |
| 23 | 25 mm dia. |
| 24 | 32 mm dia. |
| 25 | 65 mm dia. |
| 26 | Providing and fixing fire hydrant comprising of stainless steel hydrant valve 80 mm dia inlt with single headed with single outlet 65 mm dia instaneous female coupling on the outlet complete with orifice flange gasket, nuts bolts, blank cap and chain location as per drawing. |
| 27 | Providing and laying cement concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm (Forty millimeter nominal size) and curing complete excluding cost of form work in foundation and plinth with inall leads & lifts as per direction of Engineer - in charge. |
| 28 | Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge. |
AI Tender Summary
Tender Timeline
May 13, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMay 20, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 20, 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