Tender For Cleaning And Repair To Sewage Septic Tank, Soakage Wells, Repairs To Compound Wall, Reinforced Cement Concrete Jalli And Allied Works To Otm Accn Under Ge (South) Udh Ur.
Tender Value
35 Lakhs
Estimated cost
Bid Submission
16 Jul 2026
11 days left
EMD
70000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Reasi → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Cleaning And Repair To Sewage Septic Tank, Soakage Wells, Repairs To Compound Wall, Reinforced Cement Concrete Jalli And Allied Works To Otm Accn Under Ge (South) Udh Ur.
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: MILITARY ENGINEERING SERVICES (GE (SOUTH) UDHAMPUR) NAME OF WORK : CLEANING AND REPAIR TO SEWAGE SEPTIC TANK, SOAKAGE WELLS, REPAIRS TO COMPOUND WALL, RCC JALLI AND ALLIED WORKS TO OTM ACCN UNDER GE (SOUTH) UDHAMPUR. Contract No: CA NO : GE/S(U)-79/2026-27 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Ser.No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes TOTAL AMOUNT TOTAL AMOUNT In Words |
| 2 | Taking down cement plaster, any description on brick or stone or cement concrete walls including raking out joints, hacking for key, scrubbing down with water complete all as specified and directed by Engr-in-charge. |
| 3 | Dismantling wrought iron or mild steel work of any description not otherwise provided for |
| 4 | Dismantling cast iron, AC, reinforced concrete and PVC pipe of any description or dia fixed with wall or taking out from trenches all as specified and directed by Engr-in-charge. |
| 5 | Dismantling water tanks and removing to store exc. 500 and n.exc. 1000 complete. |
| 6 | Dismantling floor, hearth or wall tilling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish of the premises. |
| 7 | Demolition of cement concrete (unreinforced) in ground floor and in paving not exceeding 15 cm thickness (below or above ground level) complete all as specified and directed by Engr-in-charge. |
| 8 | Demolition of brick work or stone masonry built in cement mortar including all quoines arches, pillar etc but excluding ashlar facing , dressed stone work and precast concrete articles complete all as specified and directed by Engr-in-charge. |
| 9 | Demolition of reinforced cement Concrete of any description and in any position not otherwise specifically provided for |
| 10 | Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar internal dia of pipe 200 mm complete all as specified and directed by Engr-in-charge.inforced |
| 11 | All as per item No. 9 above but 150mm dia complete all as specified and directed by Engr-in-charge. |
| 12 | All as per item No 9 above but 100mm dia complete all as specified and directed by Engr-in-charge. |
| 13 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for all as specified and directed by Engr-in-charge. |
| 14 | Removing of old membrane from roof surfaces and cleaning the surface and roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc. complete all as specified and directed by Engr-in-charge. |
| 15 | Taking up or down 15mm steel tubing with connections for cleaning for refixing or removing to store yard complete all as specified and directed by Engr-in-charge. |
| 16 | Taking up or down 20mm steel tubing with connections for cleaning for refixing or removing to store yard complete all as specified and directed by Engr-in-charge. |
| 17 | Excavating in trenches n.exc 1.5m wide and n.exc 1.5m in depth in any type of soil/strata for foundation, etc, or for shafts, wells, drain pipes and getting out complete all as specified and directed by Engr-in-charge. |
| 18 | All as per item No 16 above but depth exc 1.5m and n.exc 3.0m complete all as specified and directed by Engr-in-charge. |
| 19 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed by Engr-in-charge. |
| 20 | Removing surplus spoil to a distance n.exc 50m and deposited where directed at a level not exceeding 1.50 m above the starting point complete all as specified and directed by Engr-in-charge. |
| 21 | Desludging/Dewatering of septic tanck/ soakage wells includibng inlet/outlet chambers removing out all scum, siltresiduals sludge (both) organic or inorganic nature) after plugging the incomming sewage lines through conbined high presure water jetting cum suction (vaccum) typer machine nmounted on LCV/HCV facility of high presure vaccum and removing the same in the tank to a place outside contoment meant for the purpose by local municipality all as specified and directed by Engr-in-charge. |
| 22 | M&L for cleaning of gully traps of any size and removing waste material etc. to a distance n. exc 50m and burrying in pits and re-filling the same complete all as specified and directed by the Eng-in-Charge. Note:-The cost for excavation and earth work for pits is deemed to be included in the unit rate. |
| 23 | M&L for cleaning of SGSW/NP-2 pipes of any dia /bore by rodding from manhole to manhole or manhole to septic tank or vice versa and well flushing with water after cleaning and removing waste material etc to a distance n. exc 50m and burrying in pits and re-filling the same complete all as specified and directed by Engr-in-charge. Note:-The cost for excavation and earth work for pits and taking off manhole cover and placing the same in position after cleaning, is deemed to be included in the unit rate. |
| 24 | M&L for cleaning of man holes n.exc 1.5m deep and removing sludge/waste material etc to a distance n. exc 150m and burrying in pits and re-filling the same complete all as specified and directed by Engr-in-charge. Note:-The cost for excavation and earth work for pits is deemed to be included in the unit rate. |
| 25 | All as per item No. 23 above but exc 1.50m deep and n. exc 3.0m deep complete all as specified and directed by Engr-in-charge. |
| 26 | M&L for cleaning cast iron pipes 100/75mm bore by rodding with jute bags and well flushing after cleaning complete all as specified and directed by Engr-in-charge. |
| 27 | M&L for cleaning of floor traps and removing waste material etc to a distance n. exc 50m and burrying in pits and re-filling the same complete all as specified and directed by Engr-in-charge. Note:-The cost for excavation and earth work for pits is deemed to be included in the unit rate. |
| 28 | M&L for cleaning of 'P' traps in WC and removing waste material etc to a distance n. exc 50m and burrying in pits and re-filling the same complete all as specified and directed by Engr-in-charge. Note:-The cost for excavation and earth work for pits is deemed to be included in the unit rate. Note for Srl item No. 20 to 27 :-Contractor will provide minimum 04 (Four) persons for cleaning the blockages. The persons shall report to complaint cell, AGE BR-I at 0800 hrs including Sunday/Holiday for attending the complaints. Recovery @ Rs. 450/- per person per day will be done from contractor if less than 02 (Two) persons are provided by the contractor. |
| 29 | M&L for 100 thick PCC 1:4:8 type D-2 (40 mm graded stone agg ) as in sub base complete all as specified and directed by Engr-in-charge. |
| 30 | Material and labour for sand filling as a cushioning/ bedding complete all as specified and directed by Engr-in-charge. |
| 31 | M&L for precast coloured machine pressed/vibro mechanically floated interlocking concrete paver block, any shape and size confirming to IS-15658-2006 of 80 mm thick M-40 Grade, with topping of cement mixed with imported pigment Red/yellow . Colour and shape shall be approved by Engr-in-Charge (Make : Ultra / Modern / ISI Marked. |
| 32 | M&L for 100 thick PCC 1:2:4, type B1 using 20 mm graded stone aggregate in floors and finished even & fair all as specified and directed by Engr-in-charge. |
| 33 | M&L for old size brick work with sub class 'B' bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and directed by Engr-in-charge. |
| 34 | All as per item No.32 above but except bricks. |
| 35 | Walling of random rubble uncoursed, brought up to course well bonded, bedded and solidly hearted built in cement mortar 1:6 |
| 36 | All as pr item No.34 above but except stone |
| 37 | M&L for raking out joints/pointing to random rubble or masonry all as specified and directed by Engr-in-charge. |
| 38 | M&L for 15 mm thick rendering on fair faces of brick /concrete surfaces in cement mortar 1:4 and finished even and fair without using extra cement complete all as specified and directed by Engr-in-charge. |
| 39 | M&L for raised pointing to random or polygonal rubble , uncoursed or brought upto courses in CM 1:3 |
| 40 | Material and labour for providing precast cement concrete louvers and jallies, 50mm thick (measured solid) including all mouldings set in cement mortar 1:6 type B0 1:2:4 (Using 12.5 mm graded stone aggregate) complete all as specified and directed by Engr-in-charge. |
| 41 | Material and labour for preparation of new plastered surfaces of walls and applying two coats of cement based paint white or tinted over a coat of chalk whitening primer complete |
| 42 | M&L for reinforced cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in slabs supported on walls, beams and columns, in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engr-in-charge. |
| 43 | M&L for use and waste of form work to soffits of suspended slab such as roof slab, floor slab, landing and similar work not exceeding 200mm thick surface horizontal or sloping, rough finished flat surface of concrete complete all as specified and directed by Engr-in-charge . |
| 44 | Use and waste of form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls , floors and roofs not exceeding 20cm wide and sides of RCC/PCC bands in walls , horizontal or sloping and similar work exceeding 5 cm wide but not exceeding 10cm wide, surface flat for rough finished surface of concrete complete all as specified and directed by Engr-in-charge |
| 45 | M&L for cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregates as in copings including necessary form works complete all as specified and directed by Engr-in-charge . |
| 46 | M&L for precast cement concrete 1:2:4 type B-I using 20 mm graded stone aggregate as in cover slabs, (for man holes) chullah hoods, chajjas, shelves and similar articles with plain faces and set in mortar 1:6 complete all as specified and directed by Engr-in-charge. |
| 47 | S&F TMT bars 10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engr-in-charge. |
| 48 | S&F TMT bars 6 to 8mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with Mild Steel wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engr-in-charge. |
| 49 | S&F Mild steel framed work such as door or gates of angle or other section with gusset plates, rails braces etc., with ornamental and intricate design complete. drilled for fixing for steel sheeting or other covering doors, etc to be prepared for hanging or sliding with and including either hooks and hinges and hanging , also fastening and fixing including shop coat of zinc chromate paint conforming to Fe-290 Gde E-165 complete all as specified and directed by Engr-in-charge . |
| 50 | M&L for providing cement concrete 1:3:6 type C-1 using 20 mm graded stone aggregates as in surface channels and drains complete all as specified and directed by Engr-in-charge. |
| 51 | M&L extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement , including forms , moulds, mitred/ stopped ends etc. all as specified and directed by Engr-in-charge. |
| 52 | M&L for providing 50 mm thick cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregates as in plinth protection laid in alternate bays (n exc 2 Sqm each ) and finished even and smooth without using extra cement and providing joints throughout the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight complete all as specified and directed by Engr-in-charge. |
| 53 | M&L for providing cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregates as in foundation, filling and mass concrete complete all as specified and directed by Engr-in-charge. |
| 54 | M&L for RCC pipes 200mm dia, class NP-2, laid and jointed complete with clamps all as specified and directed by Engr-in-charge. |
| 55 | All as per ser no 53 but 150mm dia complete all as specified and directed by Engr-in-charge. |
| 56 | M&L for salt glazed stone ware drain pipes of internal diameter 200 mm grade 'A' laid in trenches and jointed complete all as specified and directed by Engr-in-charge . |
| 57 | M&L for salt glazed stone ware drain pipes of internal diameter 150 mm grade 'A' laid in trenches and jointed complete all as specified and directed by Engr-in-charge . |
| 58 | M&L for salt glazed stone ware drain pipes of internal diameter 100 mm grade 'A' laid in trenches and jointed complete all as specified and directed by Engr-in-charge . |
| 59 | M&L for concrete bed to drain pipes of bore 200mm including packing under,and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate including necessary shuttering and supports complete all as specified and directed by Engr-in-charge. Note:-(i) Thickness of bed belew barrel of pipe -10 cm (ii) Width of bed :- outer dia of pipe plus 30 cm. |
| 60 | All as per item No.58 above but 150mm dia drain pipes complete all as specified and directed by Engr-in-charge. |
| 61 | All as per item No 58 above but 100mm dia drain pipes complete all as specified and directed by Engr-in-charge. |
| 62 | M&L 100mm bore cast iron soil, waste and vent pipes in any length with or without ears, with cement joints laid in trenches or in floors complete all as specified and directed by Engr-in-charge. |
| 63 | All as per item No. 61 above but 75mm bore. |
| 64 | M&L 100mm bore cast iron soil, waste and vent pipes in any length with or without ears, with cement joints fixed to wall complete all as specified and directed by Engr-in-charge. |
| 65 | All as per item No.63 above but 75mm bore. |
| 66 | S&F 100 mm bore CI Bend (any radius) diminishing pieces or tapers (larger bore measured). |
| 67 | S&F 75 mm bore CI Bend (any radius) diminishing pieces or tapers (larger bore measured). |
| 68 | All as per item No- 65 above but fitted with oval access doors complete all as specified and directed by Engr-in-charge. |
| 69 | All as per item No- 66 above bore pipe fitted with oval access doors complete all as specified and directed by Engr-in-charge. |
| 70 | S&F 150 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints , laid in trenches or in floor. |
| 71 | All as pr item No 69 above but 110 mm bore pipe |
| 72 | All as pr item No 69 above but 75 mm bore pipe |
| 73 | S&F 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints , fixed to wall. |
| 74 | All as pr item No 72 above but 75 mm bore pipe |
| 75 | S&F 110 mm bore PVC (SWR) bends any radius |
| 76 | All as per item No 74 above but 75 mm |
| 77 | S&F cast iron 'P' or 'S' trap for bore of pipe 100mm complete all as specified and directed by Engr-in-charge. |
| 78 | M&L for cast Iron floor trap with dia of outlet 75mm with CI grating including jointing to waste pipe fixed in cement concrete PCC 1:2:4 type B-1 complete all as specified and directed by Engr-in-charge. |
| 79 | S&F in repairs Stack clamps made out of 50mm x 5mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof for 110 mm bore complete all as specified and directed by Engr-in-charge. |
| 80 | All as per Ser item No 78 above but for 75 mm bore complete all as specified and directed by Engr-in-charge. |
| 81 | M&L for cutting into existing manholes / septic tank / sokage pits for connecting new drains of 150mm dia, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished, and reforming benching as required complete all as specified and directed by Engr-in-charge. |
| 82 | M&L for 15 mm thick rendering on concrete surfaces in CM 1:3 with liquid water proofing compound @ 200 ml / 50 Kg bag of cement as per manufacturer's instructions and finished the surfaces even and fair without using extra cement complete both on floor and walls.Note : Liquid WPC will be measured and paid separately. |
| 83 | M and L for PCC 1:5:10 type E-2 as in Sunken floor /foundation filling and mass Concrete all as specified and directed by Engr-in-charge |
| 84 | M & L for Brushing neat cement slurry with 3.0kg of cement per sq. metre |
| 85 | M & L for providing, cement concrete type B0 1:2:4 (12.5 mm graded aggregate) in roof kerbs or mud stops, rounded or chamfered on edges |
| 86 | M & L for providing, 25mm thick Cement concrete type B-1,1:2:4 (20mm graded aggregate) all over the roof surface complete all as specified and directed by Engr-in-charge. |
| 87 | M & L for rendering 10 mm thick on fair faces of concrete surface in CM 1:3 finished even and smooth without using extra cement with WPC @ 200 ml / 50 Kg bag of cement as per manufacturer's instructions |
| 88 | M&L for applying a coat of bituminous primer conforming to IS-3384 @ 3.5 Kg/Sqm on prepared surface of plaster. After drying of primer , apply a coat of hot blown 85/25 grade bitumen conforming to IS-702 @ 1.2 Kg/Sqm of plastered surface and provide polymeric water proofing membrane laid with overlaps bonded with hot blown bitumen , end overlaps shall not be less than 150 mm and side lap 75 mm. Minimum weight of water proofing membrane shall be 3 Kg per Sqm. (Make - STP/IWL). Over the polymeric water proofing membrane , apply semi hot blown 85/25 grade condition @ 05 Kg/Sqm dusted over the bitumen coat. After provide above apply aluminium paint as per manufacturing instruction complete all as specified and directed by Engr-in-charge. |
| 89 | S&F Rotational molded (three layered as per IS 12701) white polyethylene water storage storage tank (cylindrical vertical with closed threaded top) hoisted and fixed in position including connecting inlet/outlet pipe connecting with necessary fittings all as required at site and specified in SSR part -I of capacity 1000 litres all as specified and directed by Engr-in-charge. |
| 90 | Supply and fixing \\"as in repair\\" ball valves of size 20mm bore dia high pressure of PTMT (Make-Prayag) with epoxy coated aluminium rod and high density plastic ball (Minimum weight not less than 210 gms) screwed for iron pipe and fixed including necessary fitting as reqd at site complete all as specified and directed by Engr-in-Charge |
| 91 | M & L 15mm dia galvanised steel water tubing medium grade (ISI Marked) with all fittings and fixed complete to walls and or laid under floors etc complete all as specified and directed by Engr-in-charge. |
| 92 | Refixing 15mm dia old steel tubing and connections in new or old position (Walls, ceiling, floors, etc.) |
| 93 | M & L 20mm dia galvanised steel water tubing medium grade (ISI Marked) with all fittings and fixed complete to walls and or laid under floors etc complete all as specified and directed by Engr-in-charge. |
| 94 | Refixing 20mm dia old steel tubing and connections in new or old position (Walls, ceiling, floors, etc.) |
| 95 | M&L for glazed coloured ceramic tiles in dado/vertical surface size 600mmx300mmx10mm thick set and jointed in neat cement slurry and pointed in coloured cement to match the surface including 10 mm thick rendering as backing coat to receive the tiles on fair faces of brick /concrete surfaces in cement mortar 1:3 and finished even and rough complete all as specified and directed by Engr-in-charge. |
| 96 | M&L Non - Skid Ceramic tiles (square/rectangular) (size 300x300x10mm thick joint free)area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including 15mm thich screed bed or bedding layer in cement mortar (1:4) etc complete all as specified and directed by Engr-in-charge. Total in Figures 0.0 0.0 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysJul 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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