Tender For Rehabilitation Of Approach Road And Improvement Of Basic Facilities At Janauri Dam , District Hoshiarpur, Punjab Under Dam Rehabilitation And Improvement Project (Drip).
Tender Value
55.52 Lakhs
Estimated cost
Bid Submission
04 Dec 2026
29 days left
EMD
1.11 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hoshiarpur → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rehabilitation Of Approach Road And Improvement Of Basic Facilities At Janauri Dam , District Hoshiarpur, Punjab Under Dam Rehabilitation And Improvement Project (Drip).
BOQ
| Sl. No. | Item Description |
| 1 | Scarifying the existing bitumenous road surface to a depth of 50mm & disposal of scarified material within all lifts and leads upto 1000 m |
| 2 | Providing and laying of Brick on end edging 6.83 cm wide, 11.11cm long and 22.86 cm high half brick deep including excavation , refilling and disposal of surplus earth upto 50m complete as per PWD specifications |
| 3 | Water Bound Macadam Grading II Providing , laying ,spreading and compacting stone aggregates of gradingII to water bound macadam specification including spreading in uniform thickness, hand packing , rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate , watering and compacting to the required density complete as per technical clause 404 of MORT&H Specifications, |
| 4 | Surface Dressing Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bitumenous binder VG-10@1 Kg/sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications |
| 5 | Tack Coat @0.40 Kg per sqm Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications |
| 6 | Open - Graded Premix Surfacing 20mm thicknessProviding, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-10 @ 1.46kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications |
| 7 | Seal Coat Type B Providing and laying of Premix sand seal coat premixed in continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications |
| 8 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil . In Ordinary Soil ( A. Manual Means)Depth upto 3 m |
| 9 | Depth 3 m to 6 m |
| 10 | Depth above 6 m |
| 11 | Filling Stone Or Spall (a) on Level |
| 12 | Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using Concrete mixer volumetric type |
| 13 | Boulder Masonry in Cement mortar (1:4) in foundation and plinth. |
| 14 | Add for work in Superstructure 4 meters above Plinth Level |
| 15 | Extra for above items for every additional storey of height upto 4 metre above the top of structural roof of lower storey |
| 16 | Stone filling behind retaining walls. |
| 17 | Cement concrete 1:2:4 with Stone ballast or Shingle mixing by manual means |
| 18 | Providing Weep Holes in Brick Masonry/ Plain/ Reinforced Concrete abutment, wing wall/ return wall with 100mm dia PVC Pipe,extending through the full width of Structure with slope of 1V: 20H towards drawing foce. Complete as per drawing and Technical Specifications. |
| 19 | GI PIPE POLES: Supply and erection of G.I. pipe ‘A’ quality of suitable length and dia. confirming to IS:1239 (Part-I) 1979, including fixing up to a given depth below G/L, the hole of excavation about 30cm dia. and given depth to be filled in up to 15cm below G/L with 1:2:4 cement concrete including painting of pole with two coats of approved aluminium paint as required:- (ii) G.I. Pipe Pole 6.1 metre Long, Dia. 80 mm, Planting Depth 120cm with Pit Depth 135 cm |
| 20 | SINGLE ARM BRACKETS FOR GI PIPE (i) Supply and erection of G.I. Pipe 40mm dia. (A-class) Single arm bracket of suitable length give a total overhang at a tentative angle of 100/ 105º, the bracket should be fixed on the top of the GI pipe pole having top outer dia. 80mm/100mm with GI reducer of suitable size with two coats of an approved aluminium paint complete in all respect as approved by the Engineer-in-charge at site:- (a) Single Arm Bracket 1.5 metre Long with G.I. Reducer 80mm x 40mm |
| 21 | Providing and Fixing 50 Watt LED Flood Light |
| 22 | MINIATURE CIRCUIT BREAKERS: Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:- (ii) MCB Single Pole 6-32amp (10kA, Curve-C) |
| 23 | SHEET METAL DOUBLE DOOR DISTRIBUTION BOARD FOR MCB's/ RCBO's/ RCCB's: Supply and erection of sheet metal Double Door Distribution Boards IP 43- IK09 metal door (dust protected) as per IS 8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, color coded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting miniature circuit breakers/ RCBO's/ RCCB's in the distribution board (For SP&N distribution board with provision DP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings and for TP&N horizontal distribution board with provision TPN/ FP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings) as per PWD General specifications including connections with suitable size of thimbles and bonding to existing earth etc:- (ii) SP&N Double Door Distribution Board 8 way each |
| 24 | PVC, HDPE PIPES & PVC FLEXIBLE PIPES: Supply & erection of PVC Conduit Pipes (ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) as per IS:4984:1995 for wiring purposes including bends, junction boxes, Steel hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:- (ii) Heavy Gauge PVC Conduit Pipe 25mm dia. (On Surface) |
| 25 | XLPE INSULATED UN-ARMOURED CABLES (LOOSE): Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed Un-armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:- (i) Overall size 6 sq.mm (2Core) Un-armoured (Loose) |
| 26 | XLPE INSULATED UN-ARMOURED CABLES (LOOSE): Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed Un-armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:- (xxxvii) Overall size 16sq.mm (4 Core) Un-armored (Loose) |
| 27 | Nuts and Bolts of all Sizes and length required |
| 28 | Supply and Installation of 5KW Hybrid Grid Tied Solar Power Plant with Batteries Back up at Janauri Dam Site Complete in all respect as per Instructions of Engineer - in - Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedDec 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 29 daysDec 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 29 daysTender Documents
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