Tender For Estimate For Laying Di Pipe Of 900 Mm Dia For Disposal Of Storm Water From Hsiidc Bawal To Sahibi River Catchment Area Along With Necessary Arrangements.
Tender Value
8.43 Crore
Estimated cost
Bid Submission
03 Sep 2026
12 days left
EMD
16.87 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
Rewari → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Laying Di Pipe Of 900 Mm Dia For Disposal Of Storm Water From Hsiidc Bawal To Sahibi River Catchment Area Along With Necessary Arrangements.
BOQ
| Sl. No. | Item Description |
| 1 | Supply, installing, testing and commissioning of 900 mm i/d DI DF Double Eccentric Short Body Butterly Valves as per IS: 13095/BSEN 593 (BS: 5155) Body: SGI IS 1865 Gr 400/15: Disc: SGI IS 1865 Gr 400/15: Shaft (Drive/Stub): SS AIS 431, Disc Seal Retainer: SS AISI 304: Body Seat (Integral): Monel 60 Nir Cr Alloy: Disc Seal-EPDM: Cotter Pin: SS AISI 304: Fasteners (Internal/External): SS AISI 304/ CS (CL 4/4.6 ) Flange Drilling: IS 1538 Table 486 complete in all respect as per site requirement and to the satisfaction of Engineer-in-charge, of make IVC Nasik, VAG, AVK, Talis, Kirloskar |
| 2 | Fabrication of M.S. pipes and specials as per IS specifications with inside and outside epoxy coating as per IS 3589 code or any other relevant IS codes , duly tested for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading, FOR site, and stacking etc. complete as for direction of Engineer-in-Charge(Rates excluding GST) |
| 3 | Providing and fixing C.I. Kinetic Tamper Proof air valves conforming to and marked with IS: 14845 including carriage, loading, unloading stacking, handling, rehandling etc., drilling, tapping, screwing in DI pipe including supply and fixing of DI special complete in all respects as per site requirements and to the satisfaction of Engineer-in- Charge, of Make IVC Nasik, VAG, Kirloskar, AVK, Talis : 200 mm dia (NS Item). |
| 4 | Supply, installing, testing and commissioning of 900 mm i/d DI DF Metal Seated Non Rising Spindle Sluice Valve of pressure grade PN10 as per IS: 14846: Body Dome: DI IS 1865 Gr 400/15: Wedge:DI IS 1865 Gr 400/15: Body and Wedge Rings: Bronze IS: 318 Gr LTB2 Spindle: SS AISI 410, Fasteners: CS. Flange Drilling: IS 1538 Table 486, Operation - Manual/ Electric Actuator(AUMA, Rotorek, Pneutork, Marsh Pneumatic, Elomatic make with inetegral starter) complete in all respect as per site requirement and to the satisfaction of Engineer-in-charge, of make IVC Nasik, VAG, AVK, Talis, Kirloskar.(NS Item). |
| 5 | Supplying ,laying and jointing of 800 MM ID MS pipe made out of 8 mm thick MS plate FE 410 and applying external anti-corrosion 3 LPE Coating on outer face of Pipe as per IS 3589 and ISO 21809 or other relevant IS codes by using 3 layers side Extruded Polyethylene coating (confirming to DIN - 30670) and applying 406 micron food grade epoxy coating on inside face of pipe as per IS 3589, ISO 21809-1 and other relevant IS specification providing rigid welded joint including testing of joints and cost of jointing material as per relevant approved specification complete in all respect to the satisfaction of Engineer in charge. Third party inspection of pipe is mandatory from any reupdated Govt. institute. |
| 6 | Supplying ,laying and jointing of 900 MM ID MS pipe made out of 8 mm thick MS plate FE 410 and applying external anti-corrosion 3 LPE Coating on outer face of Pipe as per IS 3589 and ISO 21809 or other relevant IS codes by using 3 layers side Extruded Polyethylene coating (confirming to DIN - 30670) and applying 406 micron food grade epoxy coating on inside face of pipe as per IS 3589, ISO 21809-1 and other relevant IS specification providing rigid welded joint including testing of joints and cost of jointing material as per relevant approved specification complete in all respect to the satisfaction of Engineer in charge. Third party inspection of pipe is mandatory from any reupdated Govt. institute |
| 7 | Providing comprehensive insurance coverage for Ductile Iron (DI) pipes of dia 900mm and length 18800 m and allied materials against all risks including fire, theft, burglary,transit, natural calamities and other unforeseen risks, including payment of insurance premium, policy charges and all incidental expenses, valid from the time of delivery at site/store up to installation and commissioning of the pipeline, complete as approved by the Engineer-in-Charge. Note: Actual amount payable shall be lesser of quoted or actual insurance paid. |
| 8 | Farmer`s Land required on an average of 20 Mtr. wide strip along pipeline for working space and execution of pipeline works. For use of private land required for laying of pipes, movement and operation of cranes, excavators, vehicles and other machinery, storage of excavated earth and execution of connected works. The contractor shall be solely responsible for payment of compensation, if any, towrds damage to standing crops, trees etc and for obtaining temporary occupation etc, complete In all respects as per site conditions and directions of the Engineer-In-Charge. Actual amount payable shall be lesser of quoted or actual paid. |
| 9 | Providing all necessary arrangements for temporary storage and safe stacking of Ductile Iron (DI) pipes and allied materials including obtaining necessary permissions from land owners and statutory authorities by establishing a properly fenced, secured and maintained temporary stockyard, including arrangement of land on patta/lease basis from farmers, site clearance and preparation, stacking platforms, internal access, and providing adequate watch and ward (chowkidari) round the clock, including all incidental charges, during execution of work or entire duration, complete till the pipes are safely stored and issued for laying, as directed by the Engineer-in-Charge. Note- Actual amount payable shall be lesser of quoted or actual paid. |
| 10 | [10.76]Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [Through Rate] |
| 11 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] |
| 12 | [13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] |
| 13 | [17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications [Through Rate] |
| 14 | [17.69.3]Interlocking Concrete Block Pavement 3. Providing and Laying 60 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 35 over the bed of 25 mm thick fine sand complete in all respect. [Through Rate] |
| 15 | [2.B1211] B1211. R.C.C. pipes NP2 class 350 mm dia [Rate] |
| 16 | [2.B1541] B1541. Ductile Iron Pipe Class K-9 flanges and welding 200 mm dia [Rate] |
| 17 | [20.62.1]Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge. 1. 200 mm i/d [Through Rate] |
| 18 | [20.63.14]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.Note: E/W to be measured and paid separately.` 14. 900 mm i/d [Labour Rate] |
| 19 | [20.66.14]Cutting DI pipe and chipping or filling the surface to a uniform finish 14. 900 mm i/d [Through Rate] |
| 20 | [20.68.3]Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 3. Above 600mm dia and up to 1000mm dia [Through Rate] |
| 21 | [21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge [Through Rate] |
| 22 | [21.95.5]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 5. 600 mm [Through Rate] |
| 23 | [22.162.4.1]Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 4.1. 200 mm diameter Class I [Through Rate] |
| 24 | [26.58.1]Supply and installation of garden bench 1. Chair type garden bench with L-shaped sides made of reinforced concrete (M30), thickness 100 mm, overall height 1000 mm, base width 620 mm. Back and seat shall consist of 5 Nos. reinforced concrete planks 1500 mm x 100 mm x 50 mm one plank 1500 mm x 200 mm x 50 mm. Seating height of the bench shall be 450 mm. The bench shall be fixed with nuts on concrete mount, all holes sealed after assembly and installation. All materials required to be as per BIS specifications. [Through Rate] |
| 25 | [3.1.17.11]By Mechanical Transport including loading, unloading and stacking 17.11. R.C.C. pipe, A.C. pipes, steel cylinder, R.C. pipes, S.C.I. pipes, C.I. pipes and unreinforced cement pipes900 mm dia [5km] |
| 26 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [2km] |
| 27 | [4.12.1]Earth work in excavation 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 lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate] |
| 28 | [4.16.1.2]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. [Through Rate] |
| 29 | [4.16.1.3]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.3. All kind of soil Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia. [Through Rate] |
| 30 | [4.16.1.4]Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 1.4. Pipes, cables etc, exceeding 600 mm dia but not exceeding 900 mm dia. [Through Rate] |
| 31 | [4.8.1]Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m : 1. All kinds of soil [Through Rate] |
| 32 | [6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 33 | [6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 34 | [6.1.4]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 35 | [6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate] |
| 36 | [6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 37 | [6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate] |
| 38 | [6.29.2]Centering and shuttering including strutting, propping etc. and removal of form work for : 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. [Through Rate] |
| 39 | [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate] |
| 40 | [6.43]Providing, hoisting and fixing above plinth level up to floor four level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate] |
| 41 | [7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] |
| 42 | [9.57.3]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3. 150 mm diameter [Through Rate] Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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