Tender For Construction Of Oht,Rising Main And Restrengthening Of Distribution System Of Kamla Palace And Gms Road Area. Dehradun
Tender Value
Ref. Documents
Estimated cost
Bid Submission
06 Aug 2026
5 days left
EMD
15.36 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dehradun → Uttarakhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Oht,Rising Main And Restrengthening Of Distribution System Of Kamla Palace And Gms Road Area. Dehradun
BOQ
| Sl. No. | Item Description |
| 1 | (Civil Work) Dismantlingof flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (i) Bituminous Courses |
| 2 | (ii) Granular Courses |
| 3 | Dismantling of cement Concrete Pavements as per technical specification Clause 202. Dismantling Cement Concrete Pavements by mechanical means using Pneumatic Tools breaking to pieces not exceeding 0.02 Cum in Volume and Stock piling at designated locations and disposal of dismanteled materials upto a lead of 1000m, Stacking servicable and unservicable materials Saperately |
| 4 | 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. |
| 5 | Demolishing existig ramp work manually by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 6 | Excavation in soil mix with boulders etc. requiring the use of specials T&P, if any, for pipe ine trenches including Lift Upto 1.5M and Lead upto 30 meter with backfilling, Watering, Ramming of Excavated Earth in the trenches |
| 7 | LAYING OF PIPELINE IN DISTRIBUTION MAIN AND RISING MAIN Supply of Material of following diameter including testing, transportation and stacking as per the direction of engineer in charge: HDPE PIPE P.E 80 for all allowable pressure 10 kg/cm2 50 mm OD |
| 8 | 63 mm OD |
| 9 | 75 mm OD |
| 10 | 90 mm OD |
| 11 | 110 mm OD |
| 12 | Lowering into trenches with true to alignment, Laying of MSERW pipes grade Yst210, Confirming to IS:1978-1982, Jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines (Adore, L&T or equivqlent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipeline etc complete. 150 mm dia 4.8 mm thick |
| 13 | 200 mm dia 4.8 mm thick |
| 14 | 200 mm dia 5.2 mm thick |
| 15 | 250 mm dia 5.2 mm thick |
| 16 | 300 mm dia 5.2 mm thick |
| 17 | Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by elextric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipeline etc complete 350 mm dia 5.2 mm thick |
| 18 | providing and fixing C.I. D/F Sluice Valves Confirming to IS:14846-2000 in position etc Gate valves (Class-I) as per I S 778/1997 50 mm dia |
| 19 | 65 mm dia |
| 20 | 80 mm dia |
| 21 | 100 mm dia |
| 22 | 150 mm dia |
| 23 | 200 mm dia |
| 24 | 250 mm dia |
| 25 | 300 mm dia |
| 26 | Constructing masonry Chamber 1.2x1.2x1.0 cm inside, in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) arf inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design: With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 27 | Disposal of surplus earth,sullage,damaged pipe etc from working site to suitable place, carrying back for refilling of trenches after laying and jointing the pipes upto max 60m one side, disposal of excavated earth from site to suitable place upto max distance 8km one side including providing all material.labour, T&P etc. complete required for proper completion of work as per instruction of Engineer in charge |
| 28 | Providing water Connection including ferrule connection, specials Labour, T&P etc complete |
| 29 | Making Interconnection of following size: 50mm to 75 mm dia |
| 30 | 75mm to 90 mm dia |
| 31 | 90mm to 110 mm dia |
| 32 | 110mm to 150mm dia |
| 33 | 150mm dia to 200 mm dia |
| 34 | 200 mm dia to 250mm dia |
| 35 | Over Head Tank Demolision of Existing 100 KL Over Head Tank at Engineers Enclave Phase-2 |
| 36 | Supply of all materials, labour, T&P etc and construction of OHT of following capacities (KL) with M.S. ladder outside & inside of the tank, M.S.M.H. cover with locking arrangement, supply and fixing of chlorinator, cowl,outlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 1 mtr wide apron, painting with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2 and staging 12 mtr. 1000 KL (1000 X 1000 = 1000000 Ltr @........) at Engineers Enclave Phase-2 |
| 37 | Additional rates for staging per meter height beyond 12 m height including cost of all material, labour,shuttering, scaffolding T&P complete for following capacity ( in kiloliters ) Over Head Tanks Up to 10 Mtr 1000KL (1000000 Ltr X 10m @.........) at Engineers Enclave Phase-2 |
| 38 | Repairing Including Waterproofing, Plaster Work of Existing 900 KL over head tank at MDDA Indirapuram |
| 39 | Repairing Including Waterproofing, Plaster Work of Existing 700 KL over head tank at MDDA Indirapuram |
| 40 | Restoration of Road including disposal of excessive mug, Dewatering and fillling as per the Site Requirement and direction of Engineers in Charge. Cement Concrete in 1:2:4 |
| 41 | Restoration of Interlocking Concrete Block Pavements Construction of Gravel/Soil Aggregate Base/Surface by providing well graded material of Nominal Maximum Size Grading 10mm |
| 42 | Providing and laying of interlocking concrete Block (M-35) pavements having thichness 80mm as per Drawings and Technical Specification Clause 1504 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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