Tender For Repair / Replacement Of Existing Sewage Lines, Cleaning Of Water Tank, Swts, Soakage Wells/ Septic Tank, Manholes And Certain Works In Tech Area At Air Force Station Utarlai
Tender Value
15 Lakhs
Estimated cost
Bid Submission
14 Jul 2026
9 days left
EMD
30000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Barmer → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair / Replacement Of Existing Sewage Lines, Cleaning Of Water Tank, Swts, Soakage Wells/ Septic Tank, Manholes And Certain Works In Tech Area At Air Force Station Utarlai
BOQ
| Sl. No. | Item Description |
| 1 | Dewatering from the existing Static Water Tank upto 25000 litres capacity and pump out the mud/sledge from the tank by cleaning the Algaes and applying a coat of Antifungal paint complete all as specified and directed. |
| 2 | Dewatering from the existing Static Water Tank above 25000 to upto 50000 litres capacity and pump out the mud/sledge from the tank by cleaning the Algaes and applying a coat of Antifungal paint complete all as specified and directed. |
| 3 | Dewatering from the existing Static Water Tank above 50000 to upto 75000 litres capacity and pump out the mud/sledge from the tank by cleaning the Algaes and applying a coat of Antifungal paint complete all as specified and directed. |
| 4 | Dewatering from the existing Static Water Tank above 75000 to upto 1,25,000 litres capacity and pump out the mud/sledge from the tank by cleaning the Algaes and applying a coat of Antifungal paint complete all as specified and directed. |
| 5 | Pumping out sewage water/sludge from the existing septic tank / soak well of any size / capacity and removal the sludge to outside tech area to a distance exc 10 KM all as directed. |
| 6 | Pumping out sewage water/sludge from the existing manholes of any size and removal the sludge to outside tech area to a distance of exc 10 KM all as directed. |
| 7 | Cleaning of sewage pipe lines up to 150mm dia by roding from manholes to manholes and well flushing with water after cleaning complete all as directed. |
| 8 | Removing blockage of soil/waste drain pipe of any dia & cleaning the drain pipe in between Floor/Nahani trap to first manhole/Gully trap with water all as directed and directed without damaging the sanitary fittings & other installed CI fittings etc to obtain smooth flow of sewage/sludge complete all as directed. Note:- Supervisor of contractor shall obtain complaint slip from Complaint cell in tech area before 1000 Hrs daily and feedback should be given daily after completion of job otherwise penalty of Rs. 150 each for complaint not attended shall be recovered from the contractor. |
| 9 | Removing blockage of soil/waste drain pipe of any dia & cleaning the drain pipe in between WC to first manholes with water all as specified and directed without damaging the sanitary fittings & other installed CI fittings etc to obtain smooth flow of sewage/sludge complete all as directed. Note:- Supervisor of contractor shall obtain complaint slip from Complaint cell in tech area before 1000 Hrs daily and feedback should be given daily after completion of job otherwise penalty of Rs. 100 each for not attended complaint shall be recovered from the contractor. |
| 10 | Cleaning and removing blockage/sludge or any waste materials of 250 to 600 mm bore STP NP-2 drain pipe line all as specified and directed. |
| 11 | Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations, shafts, wells, cess pits, manholes, for taking out old pipe and laying new pipe line, for laying cable etc. not exceeding 10 Sqm on plan and getting out in soft/loose soil including trimming the sides and forming bottom surfaces to required levels complete all as specified and as directed by Engineer-in-charge. |
| 12 | Returning and filling including spreading, leveling watering and well ramming in layers not exceeding 25cm thick in soft/loose soil complete all as specified and as directed by Engineer-in-charge. |
| 13 | Removal of excavated any type of soil to a distance exc 250 M but not exc 500 M and depositing where directed at a level not exc 1.5 meter above the starting point complete all as directed. |
| 14 | Demolition and breaking up drain pipes SGSW, AC or reinforced concrete pipe up to and including 150 mm bore pipes complete all as specified and directed by Engineer-in-Charge. |
| 15 | S & F reinforced concrete NP-2 pipe 150 mm bore ISI Marked with one collar per length of pipe all as directed. |
| 16 | Material and labour for 150mm bore (internal dia) salt glazed stone ware (SGSW) drain pipe, grade ‘A’, laid on concrete bed to required slope in trenches, jointing with packed spun yarn and in cement and sand mortar (1:1) and tested complete all as specified and directed by Engineer-in-Charge. (Note : Excavation, earrh work and concrete bed shall be measured and paid separately under appropriate item of BOQ.) |
| 17 | Material and labour for cement concrete (1:3:6), type C2 using 40mm graded stone aggregate as in bed of drain pipe of size 150mm bore (internal) including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed by Engineer-in- charge. |
| 18 | Material and labour cutting into existing manholes/septic tank for connecting new drain upto 150mm internal dia, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round to 3/4 section) in cement concrete (1:2:4) type B-1 smooth finished, and reforming benching as required complete all as specified & directed by Engineer-in-charge. |
| 19 | Demolition of brick work or stone / boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, in any description including cleaning and stacking serviceable brick for re use and balance removing rubbish from the site complete all as specified and as directed by Engineer-in-charge. |
| 20 | M&L precast cement concrete block masonry with solid blocks made of PCC (1:3:6) type C1 using 20mm graded stone aggregate exc 10cm in width and set in CM 1:6 complete |
| 21 | M&L for 15mm thick rendering in cement mortar (1:6) on stone/PCC block masonry surfaces, finished even and smooth without using extra cement complete all as directed. |
| 22 | M&L for Rendering 15mm thick in cement mortar (1:4) on stone walls or concrete surfaces, finished even and smooth without using extra cement mixed with water proofing liquid as per manufacturer's instructions complete all as specified and directed. |
| 23 | Supply only integral water proofing compound complete all as specified. |
| 24 | Material and labour for preparation of new plastered surfaces of walls/pillars /cornices by brooming down or by sand papering or by any other mean and after preparing the surfaces applying three coats of white wash complete all as specified and as directed by Engineer-in-Charge. |
| 25 | Demolition of cement concrete reinforced of any discription and in any position, including reinforcement cut as required to facilitate and including removing rubbish material from site and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-charge |
| 26 | Material and labour pre-cast RCC (1:2:4) B-1 using 20 mm graded crushed stone aggregates as in pre-cast manholes cover slabs of any thickness size and shape including all necessary form work, finishing concrete surface fair and even and set in CM (1:4) at site as directed complete all as specified and directed by Engineer-in-Charge.(NOTE : Reinforcement shall be measured and paid separately under appropriate item of this schedule. |
| 27 | Material and labour for mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.) |
| 28 | Material and labour for Cement concrete (1:2:4) type B1 using 20mm graded stone aggregate as in surface channels and drains and surface finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 29 | S & F in repair 450 mm long PVC connection with two brass nuts chromium plated internally threaded and PVC washer suitable for 15 mm bore pipe line complete all as specified and directed. |
| 30 | Demolition and breaking up drain pipes 100/75 mm bore (PVC / Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified. |
| 31 | Supply & fixing 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints for drain or rain water fixed along walls with stack clamps made out of FI 50x5mm and 16mm dia round iron stay (interval of 1m) including PCC work, complete all as specified and as directed by Engineer-in- charge. |
| 32 | Supply & fixing 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints for drain or rain water fixed along walls with stack clamps made out of FI 50x5mm and 16mm dia round iron stay (interval of 1m) including PCC work, complete all as specified and as directed by Engineer-in- charge. |
| 33 | S&F in repair 75mm bore PVC (SWR) bend any radius including jointing with solvent cement complete all as specified and directed. |
| 34 | S&F in repair 75 mm PVC (SWR) floor trap plain with grating including jointing with solvent cement complete all as specified |
| 35 | S&F in repair 110mm bore PVC (SWR) bend any radius including jointing with solvent cement complete all as specified and directed. |
| 36 | S&F in repair 75 mm PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement |
| 37 | Demolition of cement concrete (unreinforced) in ground floor and paving not exceeding 15cm thickness below or above ground level of any description and in any position including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge |
| 38 | Material and labour for 75mm thick cement concrete ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed by Engineer-in-charge. |
| 39 | Material and labour for 100 mm thick PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in flooring, hard standing, plinth protection/path etc. finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysJul 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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