Tender For Improvement, Augmentation, Extension And Restoration Of Water Supply Schemes, Including Pumping Units For Kishtwar Town, Mandal And Its Adjoining Areas Under Corporate Social Responsibility (Csr)
Tender Value
2.87 Crore
Estimated cost
Bid Submission
30 Jul 2026
0 days left
EMD
5.75 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kishtwar → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement, Augmentation, Extension And Restoration Of Water Supply Schemes, Including Pumping Units For Kishtwar Town, Mandal And Its Adjoining Areas Under Corporate Social Responsibility (Csr)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Jul-2026 | Terms and conditions Corrigendum | Technical Bid | 30-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | CARRIAGE OF MATERIALS 1.1 By Mechanical Transport including loading, unloading and stacking R.C.C. pipe, A.C. pipes, steel cylinder, R.C. pipes, G.I pipes, D.I. pipes, M.S. plpes, C.I. pipes and unreinforced cement pipe for an avg. Distance 280 km 250 mm Dia |
| 2 | 200 mm Dia |
| 3 | 150 mm Dia |
| 4 | Carriage of R.C.C. pipe, A.C. pipes, steel cylinder, R.C. pipes, G.I. pipes, D.I. pipes, M.S. pipes, C.I. pipes and unreinforced cement pipe by Manual means including loading unloading and stacking for an an averag distance 1.00km. 250 mm Dia |
| 5 | 200 mm Dia |
| 6 | 150 mm Dia |
| 7 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. 2.7.1 All kinds of soil : |
| 8 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.1 All kinds of soil : |
| 9 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. 2.6.1 All kinds of soil |
| 10 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed All kinds of soil |
| 11 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 250 mm dia Ductile Iron Class K - 9 Pipes |
| 12 | 200 mm dia Ductile Iron Class K - 9 Pipes |
| 13 | 150mm dia Ductile Iron Class K - 9 Pipes |
| 14 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket. 250 mm dia pipes |
| 15 | 200 mm dia pipes |
| 16 | 150 mm dia pipes |
| 17 | Providing and laying S&S C.I. Standard specials such as tees, bends, collars tapers and caps etc, suitable for flanged jointing as per IS : 1538 19.57.1 Upto 300 mm dia |
| 18 | Supplying pig lead at site of work. |
| 19 | Returning/refilling the available excavated soil as required in layers not exceeding 20 cm in depth excluding consoilidation each deposited layer by ramming, watering etc. |
| 20 | 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, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 80% Concrete |
| 21 | 20% Stone Boulders |
| 22 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 70% Concrete |
| 23 | 30% Stone Boulders |
| 24 | Carriage of Cement from nearest source to road side of work for an avg. Disttance 10 Km by Mechanical Transport |
| 25 | Carriage of Cement from nearest source to road side of work for an avg. Disttance 01 Km by Mechanical Transport |
| 26 | Carriage of Cement from road side to site of work by H/L 0.50 Km |
| 27 | Carriage of Sand from nearest source to road side of work for an avg. Disttance 60 Km by Mechanical Transport |
| 28 | Carriage of Sand from nearest source to road side of work for an avg. Disttance 32 Km by Mechanical Transport |
| 29 | Carriage of Sand from road side to site of work by H/L 0.50 Km |
| 30 | Carriage of 20 mm Bajree from nearest source to road side of work for an avg. Disttance 20 Km by Mechanical Transport |
| 31 | Carriage of 20 mm Bajree from nearest source to road side of work for an avg. Disttance 06 Km by Mechanical Transport |
| 32 | Carriage of 20mm Agg. from road side to site of work by H/L 0.50 Km |
| 33 | Providing B.A wire crates 6x6 mtr with LID cover 1.5x1.5 mtr 100x100 mesh size 4 mm thick wire |
| 34 | Carriage of B.A wire crates from nearest store to road side of work for an avg distance 280 Km by Machanical Transport |
| 35 | Carriage of B.A wire ctares from road side of work for an avg. distance 01 Km by Head Load |
| 36 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 37 | Supply of staones 85% |
| 38 | Carriage of stone from nearest source to site of work at an avg. Distance of 0.50 Km By Head Load |
| 39 | Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: Bituminous road. |
| 40 | Carriage of pipes 100mm dia from nearest store to road side of work by Machanical Transport for an avg. Distance of 240 Km |
| 41 | Carriage of G.I pipes from nearest store to road site of work average distance 240 kms by M.T. |
| 42 | Carriage of pipes 100mm dia from road side to site of work by H/L 0.50 Km |
| 43 | Carriage of G.I pipes from road side to site of work by manual labor for an average distance of 0.50 Km. |
| 44 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work)Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. nominal bore |
| 45 | 80 mm dia. nominal bore |
| 46 | 65 mm dia. nominal bore |
| 47 | 50 mm dia. nominal bore |
| 48 | 40 mm dia. nominal bore |
| 49 | 32 mm dia. nominal bore |
| 50 | 25 mm dia. nominal bore |
| 51 | 20 mm dia. nominal bore |
| 52 | 15 mm dia. nominal bore |
| 53 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge 100 mm Dia. nominal bore |
| 54 | 80 mm dia. nominal bore |
| 55 | 65 mm dia. nominal bore |
| 56 | 50 mm dia. nominal bore |
| 57 | 40 mm dia. nominal bore |
| 58 | 32 mm dia. nominal bore |
| 59 | 25 mm dia. nominal bore |
| 60 | 20 mm dia. nominal bore |
| 61 | 15 mm dia. nominal bore |
| 62 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work 100 mm dia. G.I. pipes |
| 63 | 80 mm dia. G.I. pipes |
| 64 | 65 mm dia. G.I. pipes |
| 65 | 50 mm dia. G.I. pipes |
| 66 | 40 mm dia. G.I. pipes |
| 67 | 32 mm dia. G.I. pipes |
| 68 | 25 mm dia. G.I. pipes |
| 69 | 20 mm dia. G.I. pipes |
| 70 | 15 mm dia. G.I. pipes |
| 71 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 72 | Welding including transportation of plant at site electric plant at spots |
| 73 | Carriage of surpluse material from road side to dumoing site for an avg. Dis. Of 05 km by MT |
| 74 | Providing, installation, testing and commissioning of 25000 GPH x 250 meter head HC pump set (low speed) with suitable rating prime mover in compliance with the technical conditions and allied works by way of surveying of site, designing of pump machinery and prime mover in conformity with site conditions. Laying of M-25 grade RCC foundation block for each pump of size 6'x3'x4' (or as per pump-motor base frame dimensions) by using reinforcement steel of 12 mm dia. The foundation block as per size of pump set should have additional margin of 6\\" on all sides. Providing, fabrication and laying of 150 mm dia. MS suction pipe line to the pump set of length as per site conditions including 150 mm dia. MS bends, MS flanges, expanders/reducers / dismantling Joints / saddles/ pipe extension pieces, 150 mm dia. Cast Iron sluice valve-1no., gaskets, nuts, bolts, washers as per site requirement. Providing, fabrication and laying of 150 mm día. MS delivery pipe as per site conditions including MS bends, MS flange, expanders/reducers/dismantling joints/ saddles/ pipe extension pieces, Cast steel Sluice valve (150mm dia.) (L&T/Kirlosker make) = 01 no. and NRV (150mm dia.) (L&T/Kirlosker make) = 01 no. alongwith by pass arrangement (class 300 accompanied with manufacturer's in house test certificate) gaskets, nuts, bolts, washers. Job Includes greasing work, P/F of graphite gland packing and thereafter testing on no load and then on full load and commissioning thereof. Providing / fitting of 01 no. 630 ampere main switch along with 630 ampere bus bar.Job includes providing / fitting and laying of copper cable 120 mm² (Havels/Polycab) from motor to panel in six leads approximately 60 meters for each motor (as per site requirement), then p/f and laying 150 mm² copper cable (Havels/Polycab) from LT Control panel to 630 ampere wall mounted bus bar and bus bar to 630 ampere main switch in three leads approximately 36 meters in length (as per site requirement) alongwith neutral wire 6 mm² (Havels/Polycab) conforming to ISI standards with proper thimbling and insulation material. Job includes providing and fitting of single core armored Al. cable of 300 mm² from electric pole to 630 ampere main switch in three leads and neutral wire 120 mm² approximately 50 meters length of each lead (as per site requirement). Proper chemical earthing of the equipment should be done for safety of machinery. Job includes cost of machinery, equipments and material, transportation charges, manual carriage charges, labour charges, loading /unloading charges, hire charges of tools, tackles, and material handling equipments etc. |
| 75 | Making connection of Sump outlet pipe with suction lines through 250 mm dia. MS pipe manifold. Making connection of delivery lines with rising main through 250 mm dia. MS pipe manifold (already Installed). Job Includes providing / fitting of 150 mm dia. Cast steel NRV (L&T/Kirloskar make) at distance of 500 meters from stage-2nd and fixing of insulation rubber mats around electro mechanical machinery on the floor of the pump house. Providing of maintenance tool kit (includes jaw spanner set, ring spanner set, Goti set, L key set, pipe wrench (24\\"), hammer = 5 kg, screw driver set, plier and tool box etc.) with allied accessories. Job includes cost of machinery, equipments and material, transportation charges, manual carriage charges, labour charges, loading /unloading charges, hire charges of tools, tackles, and material handling equipment etc. |
| 76 | Design, fabrication, installation, testing and commissioning of 400 ampere rating, 3 phase, L.T Control Panel cum protection panel cum automatic star delta starter along-with allied works by way of fabrication of panel with 3 pole Main and delta power contactors of 400 rating 01 no. each and star power contactor of 250 A rating-1no. and MCCB 630 ampere, complete with all protection safety control devices / mechanism compatible with the design / rating of the prime mover, of mputed make, conforming to ISI standards. The system should be provided with fault analyzer cum controller unit or equivalent of standard and reputed make. The complete system should be enclosed in MS steel enclosure box sure box of suitable dimensions. The enclosure should be finished with powder coated painting from Inside as well as from outer surface of approved colour. Providing/ laying of copper conductors of proper rating alongwith Insulation material as per site requirement. The enclosure should be front shutter mounted with key locking system having glass window. Digital electronic voltmeter & ampere meter should ould be be provided along with the required current transformer and selector switches. The Internal control wiring should be done with flexible PVC LT cable with proper thimbling at each end. The system should trip the motor on power fallure and on appearance of an electrical fault mentioned below which may otherwise damage the motor field coils and should not restart automatically until unless the system is reset manually, thus providing automation to the system and protection to the motor. The system /star delta auto starter should not fall into delta if it does not fall into star mode first and should remain de-energized to avoid damage to the motor / machinery and also to the power source/transformer. The system / star delta auto starter should trip off if it does not fall into delta & remains in star mode for more than 10-20 seconds. The system shall provide protection against:-Low voltage below 350 V. High Voltage above 450 V, Single phasing, Reverse phasing, Un Balanced phasing, Dry running, Overloading. The LT control panel should also include p/f of visual information panel to help the operator understand the operation and a quick diagnosis of the appearing fault/status. A visual information panel should be provided with following features:-(1) Phase indicator lamps LED type.(ii) Separate fault/status indicators like low voltage, high voltage, correct voltage, phase failure, incorrect phase sequence & unbalanced voltages.(iii) An LED guide indicator to help setting the current of all three phases.(iv) 03 nos. LED coil ok indicators for contactor electromagnetic coil status of main, delta and star contactor showing whether the coils are healthy or damaged.( v) An isolation bye pass system with blinking indicator.(vi) A A foolproof double snap starting system.An audio warning system/Siren which activates only on starter failure to trip the motor on appearance of any electrical fault mentioned above, to wam the operator to switch off the motor manually. A tamper proof starting system to avoid manipulations by the motor operator to keep the system in a permanently ON position Testing of panel after making all incoming / outgoing connections on no load and then on full load. Proper earthing of equipment should be done. Job Includes cost of machinery, equipments and material, transportation charges, manual carriage charges, labour charges, loading /unloading charges, hire charges of tools and tackles etc. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 11, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 30, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedTender Documents
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