Tender For Construction Of Dam Kaushalya Khad Near Datyar, Tehsil Kasauli, Distt Solan (Hp)
Tender Value
14.64 Crore
Estimated cost
Bid Submission
05 Oct 2026
10 days left
EMD
15.39 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Solan → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Dam Kaushalya Khad Near Datyar, Tehsil Kasauli, Distt Solan (Hp)
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth & bailing out of water & remaing mud by pumping etc complete in all respect & lead upto 50 m and lift upto 1.5 m, as per directions of Engineer-in-Charge |
| 2 | Disposal of moorum/building rubbish/ malba/mud pumped out and similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground including all leads and lifts and as per directions of Engineer-in-Charge |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) including all leads and lifts complete in all respect as per direction of Engineer-in-charge. |
| 4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centring, shuttering and finishing :including all leads and lifts and as per directions of Engineer-in-Charge |
| 5 | 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) |
| 6 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish. including Centering and shuttering including strutting, propping etc. and removal of form work for :including all leads and lifts and as per directions of Engineer-in-Charge |
| 7 | Foundations, footings, bases for columns |
| 8 | Retaining walls, return walls, walls (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc |
| 9 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish. Including centring, shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in:- |
| 10 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like |
| 11 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.“(Note :- Cement content considered in this item is @ 340 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).including all leads and lifts and as per directions of Engineer-in-Charge |
| 12 | All works upto plinth level |
| 13 | All works above plinth level upto floor V level |
| 14 | Providing mild steel/tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete in all hights including all leads and lifts and as per directions of Engineer-in-Charge |
| 15 | Wire crate of G.I. Wire of 4mm thicknes filled with boulders of size 150 to 200mm with square cut faces against the wire including all leads and lifts and as per directions of Engineer-in-Charge. The weight of boulder/cut stone shall be not less than 18KG. |
| 16 | Wire crate of G.I. Wire of 4mm thick filled with boulders with square cut faces against the wire mesh of size 15 cm x 15 cm with double knot including all leads and lifts and as per directions of Engineer-in-Charge |
| 17 | Providing, Fixing, erection, Designing and alignment of vertical lift dam gate of size 6 m × 7 m, including positioning of gate leaf, embedded parts, guide channels, hoisting mechanism, wire ropes/chain arrangements, seals, rubber components, fasteners, and all associated steel fittings. The work includes precision alignment, welding (if required), bolting, lubrication, testing of movement, water-tightness check, and commissioning. All labour, consumables, scaffolding, cranes, tools, and equipment shall be included as per standard practice including all leads and lifts and as per directions of Engineer-in-Charge |
| 18 | Spillway Gate 6.0 m x7.0 m |
| 19 | Providing, Designing, Fixing, erection and alignment of Sluice gate 1.6 x 2.4m (Automated)including positioning of gate leaf, embedded parts, guide channels, hoisting mechanism, wire ropes/chain arrangements, seals, rubber components, fasteners, and all associated steel fittings. The work includes precision alignment, welding (if required), bolting, lubrication, testing of movement, water-tightness check, and commissioning. All labour, consumables, scaffolding, cranes, tools, and equipment shall be included as per standard practice and directions of the Engineer-in-Charge. |
| 20 | Sluice Gate 1.60 x 2.40 m |
| 21 | Providing, fixing, and commissioning 450 mm diameter cast steel sluice valve confirming to API 600 its equilent IS code of any approved make by the department of grade PN-1.0, including all jointing materials , fittings, testing, and all other incidentals required to complete the work in all respects as per drawings, specifications in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge |
| 22 | Providing and laying 450 mm diameter galvanised steel pipe conferming to IS/ISO-3183:2019 latest with upto date amendments and of grade L-210 having minimum thikness 4.80mm pipe in Check Dam for scouring arrangements, including cutting, fixing, jointing, and all other incidentals required to complete the work as per drawings, specifications, and to the entire satisfaction of the Engineer-in-Charge |
| 23 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, in all lifts, including getting out the excavated soil and disposal of surplus excavated soils as directed, within all leads & lifts and as per directions of Engineer-in-Charge |
| 24 | All Kind of Soil |
| 25 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation of other road structures or other sources in layers of suitable thickness not exceeding 200mm ( two hundred millimetre) spreading to required slope and compacted with three wheel 80-100 KN (Eighty to one hundred KiloNewton) static/ vibratory road roller to meet the requirements of table 300.1 and 300.2 of MORD specifications 2014 clause 301 to lines, grades, level and cross sections as per drawings or directions of the Engineer-in-charge including preparation of foundation for embankment in all kinds and classification of soils including saturated soil and dewatering/ bailing out of water wherever required including hauling of materials for construction of embankment within all leads and lifts. including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. |
| 26 | Preparation of sub grade by dressing to camber ( earth work for the cutting involved for sub grade to paid for separately depending upon the classification of soil complete as per the direction of the Engineer- in- Charge and as per HPPWD specifications including carriage of materials within all leads, lifts and other incidental . The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.including all leads and lifts and as per directions of Engineer-in-Charge |
| 27 | Construction of Gravel /Soil aggregate base/sub base Nominal Maximum size Grading 80mm as per table 2.3 of IRC SP 77-2008 spreading in uniform layers with Tractor mount appropriate grading arrangements on prepared surface, mixing by mix place method at OMC with Tractor mount appropriate rotavator attachment and compaction with three wheel 80-100kN static Roller capacity to achieve the desired density, complete as per Specification contained in Para 2.2, 3.6 and 3.7 of IRC SP 77-2008including all leads and lifts and as per directions of Engineer-in-Charge |
| 28 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 of MORTH & MORD specifications including all leads and lifts and as per directions of Engineer-in-Charge |
| 29 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.including all leads and lifts and as per directions of Engineer-in-Charge |
| 30 | Providing and laying 40mm thick bituminous concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ min.5.40 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 of MORTH specification complete in all respects including all leads and lifts and as per directions of Engineer-in-Charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysOct 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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