Tender For Laying Of Rising Main And Distribution System At Ward No. 90 Mohabbewala Under Pithuwala Division.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
02 Nov 2026
10 days left
EMD
1.44 Lakhs
Bank guarantee accepted
Document Fee
4720
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dehradun → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Laying Of Rising Main And Distribution System At Ward No. 90 Mohabbewala Under Pithuwala Division.
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per directionar Engineer-In-charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). |
| 2 | Demolishing RCC. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 Cum metres lead as per direction of Engineer-in-charge |
| 3 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 4 | Excavation in soil mixed with single boulder etc. requiring the use of special T&P, if any, for pipe line trenches including lift unto 1.5 m and lead unto 30 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth unto 50 in from the center of the trenches. |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 and for all lift. |
| 6 | Providing of Laying, jointing, testing and commissioning of HDPE Pipes (PE-100) laying and jointing as per IS:7634 (Part-2) as amended upto date using PE 100 grade raw material. Pipe joints shall be water tight, electro fusion welding joint. The rate is inclusive of loading, unloading.transportation, jointing at site, labours tools and plants all material on any other item require for the completeness of work and hydraulic test a site as per IS 4985 or any latest IS code of practice or 1.5 times the rated pressure which ever is higher with the water supplied by the contractor at his own cost with all lead and lift as per specification and as directed by the Engineer-incharge. (a) 90 mm diameter (OD) |
| 7 | (b) 110 mm diameter (OD) |
| 8 | Providing sand bedding for HDPE pipes with graded sand of 90-100% passing through 4.75mm seive in each layer of thickness not more than 15cm including watering, ramming, consolidation, dressing etc. complete for HDPE pipes of 90 mm diameter OD as per specifications, drawing and as directed by Engineer-incharge. |
| 9 | Providing of all materials ISI marked plain ended, MS ERW Pipes of mm thickness confirming to IS 1239 (part-1) and IS 3589 grade Fe 410, Yst 310. Of following diameter. (a) 150 mm dia |
| 10 | Laying, Jointing, testing and Carting of M.SER.W. of 4.8mm thickness site store to site of work. Lowering the same units in already prepared trenches upto a Level of approximate 75 cm above the trench bed with the help of cross-angle arrangement. Keeping them true to alignment and gradient as per site conditions, making and cutting of edges of the pipe and M.5. bends, on order to make proper length of pipes as per alignment and gradient with the help of gas flame, leveling the edges of pipe ends. With the help of gas flame and fine tacking of the bends and pipe ends in proper alignment and gradient. Jointing by electric welding process with proper grade of eletrodes suitable for ininting of water supply pipe lines (Ador, L&T or equivalent electrodes completion of work with testing of pipe line etc. (a) 150 mm dia |
| 11 | Providing and fixing C.1/ D.1. sluice valves PN1.0 (with cap) complete with bolts, nuts, rubber insertions etc. (the tall pieces if required will be paid separately): (a) 200 mm dia |
| 12 | Providing and fixing C1/D.1. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tall pieces, tapers Jets if required will be paid separately): (a) 80 mm dia |
| 13 | Providing and fixing C.I Scour valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) (a) 80 mm dia |
| 14 | Construction of RCC valve chamber for fixing different type of valves including earthwork excavation, plain cement concrete 1:3:6 (1 Cement 3 fine/ coarse sand: 6 graded stone aggregate 20mm nominal size) as levelling course, Reinforced Cement Concrete of 1:1.5:3 (1 Cement, 1.5 coarse sand, and 3 graded stone aggregate 20mm nominal size) for slab, side wall & cover slab with 600x600 mm DI manhole cover with frame, including cost of structural work, proper curing of concrete work and providing cover slab, SFRC steps with all material cost, labour cost, including all taxes and duties, with all lead and lift charges etc complete as per standard specifications and drawings and also as directed by Engineer. Valve Chambers for Sluive valve, scour valve, air valve & Fire hydrant. |
| 15 | Providing and making house service connections from water supply distribution HDPE pipe line upto water meter chamber inside the property using HDPE (Class-PE 100) PN 10 composite pipes for upto 5 metre length. The item consisting of composite pipes of HDPE pipe below the ground level and Gl class B pipe above the ground level including supply and fixing of ferrules, electro fusion saddle, clamps, rubber sheets, tapping, compression fittings etc, complete including all materi, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. (a) 15 mm Connection |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering All work upto plinth level 1:4:8 (1 Cement: 4 coarse sand: 8 graded stone aggregate 40 mm Cum nominal size. For Cement Concrete Pavment: |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering All work upto plinth level 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) For Cement Concrete Pavment: |
| 18 | Disposal of building rubbish/malba/similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 19 | Providing and constructing of the RCC Thrust Blocks of cement concrete mix M 20 for DI bends including the excavations of soils up to the required depth, disposal of soils after refiling with selected available earth, providing PCC including cost of labours, materials tools, curing,shuttering etc., complete as per drawing and as directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysNov 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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