Tender For Work Of Laying Reinforced Cement Concrete Pipeline Near The Nath Community Cremation Ground, Kohla, Hanumangarh Town.
Tender Value
12.94 Lakhs
Estimated cost
Bid Submission
30 Jul 2026
8 days left
EMD
25880
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hanumangarh → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Work Of Laying Reinforced Cement Concrete Pipeline Near The Nath Community Cremation Ground, Kohla, Hanumangarh Town.
BOQ
| Sl. No. | Item Description |
| 1 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) |
| 2 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.1000 mm internal diameter |
| 3 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 5 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 40mm thick |
| 6 | Brick work with FPS bricks of class designation 75 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 7 | Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar1:4 (1 cement : 4 fine/ coarse sand) |
| 9 | Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm |
| 10 | construction of tube well from graund level and up to 100 mtr depth and abobe sizes in ali type of soils I alluvim strata by baling methodand with outgraund packing and per (IS 2800 part I & II ) 1979 specification the wori ncluding formation activity well at cavity well at caviry will be botom by developemani with approproate are compressor ar bailer pumping and aowerry all casing or pipe but exluding cost the casing pipe the tube well she have a through out bore as per omal bore as casing pipe the work should completed after obtaingsand free water 125 mm dia nominal bore. |
| 11 | Providing & leviling of HDPE pipe hings pipe complete in all respest (32 mm dia class B) (as per market rate ) |
| 12 | Providing and laying PVC insulates sub mersible cable with copper conductor of supreior quality including marking connection etc. 4 sq mm |
| 13 | supplying & instalation of submersible pump motar pump ISI marked (IS 8034/1989 of apprv. Make like KSB kirloskar etc. or quivalent making conection suitable for TW & DCB/ open well complete in all respect 1.5 HP 46-18Lpm |
| 14 | 110 mm dia PVC pipe 6 kg/cm 2 pressure |
| 15 | Brick masonary in foundation and plinth with bricks of class designation 75 mm in : Cement Mortar 1:6 (1-Cement:6-coarse sand). |
| 16 | Pannel box SITC of wall/free stardom floor mounted dust and vermin proof compartmentalized cubical panel made out of CRCA sheet, required hardware, duly treated for degusting in 7 tank process with dephosphating and with powder coating on both side of panel in desired shade the panel having PU/Neoprene rubber gasket of not less than 3mm thickness, separate detachable gland plate M.S. base channel, hinged door with locking arrangement for equipment/switchgear, thickness of sheet shall not be less than 1.6 mm upto 600 mm length/width of any compartment and be of 2.0 mm above 600mm load bearing structure shall be of 2.0mm thick sheet supported bybase M.S. channel if required. side walls and alble alley compartemnts having bolted type doors with/without detachable extension type structure. (only outer area on all sides shall be measured & panel to be fabricated for CPRI approved fabricator) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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