Tender For Provn Of Rain Water Harvesting System In Army Area Under Ge (Army) No 2 Jodhpur
Tender Value
38.77 Lakhs
Estimated cost
Bid Submission
03 Oct 2026
6 days left
EMD
77540
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jodhpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Rain Water Harvesting System In Army Area Under Ge (Army) No 2 Jodhpur
BOQ
| Sl. No. | Item Description |
| 1 | Excavating over areas, n exc 1.5 m deep and getting outt in soft/ loose soil complete all as specified and directed. |
| 2 | Ditto- item as per item serial No 1 Above but exc 1.5 m but 3.00 mtr |
| 3 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified. |
| 4 | Excavating in trenches, n exc 1.5 Mtr wide and n exc 1.5 Mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 Mtr in depth and getting out in hard & dense soil. |
| 5 | M&L Cement concrete type C-2, 1:3:6 ( 40 mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified. |
| 6 | Formwork to rough finished surafces of walls,retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses,etc.; vertical or to batter of rough finished surface of concrete of curved surface complete all as specified. |
| 7 | M&L Reinforced cement concrete (design mix)in M-25 as in Walls, retaining walls,basement walls, ballast walls and the like; any footings; including attached pilasters and buttresses |
| 8 | M&L RCC M-30 as in columns, pillars, piers,posts and struts complete all as specified. |
| 9 | M & L for (design mix) in M-30 as Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete , complete, all as specified and directed. |
| 10 | Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide of rough finished surface of curved surface complete all as specified. |
| 11 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions of rough finished surface of concrete surfaces square,rectangular or polygonal complete all as specified. |
| 12 | M&L 15 mm thick rendering in CM (1:4 ) on fair faces of brick wall or concrete surfaces finished fair and even andsmooth without using extra cement all as specified.Note- (i)Two coat of acrylic cementitious water proofing coating (Dr FIXITpidifin 2k manufactured by M/s Pidilite Industries Ltd or equivalent) and followed by a overlayed protective screed plaster along with liquid water proofing compound approved make as per manufacturer's instructions) on plastered surfaces of basement slab/wall to achieved as per manufacturers instruction complete all as specified and directed.(ii) Rate quotaded by binder deemed to be inclusive of WPC & Dr FIXITpidifin 2k manufactured by M/s Pidilite Industries or equivalent |
| 13 | M&L for preparation of new surface of wall and applying three coats of white wash complete all as specified and directed. |
| 14 | M&L Hardcore of broken stone boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified. |
| 15 | M&L for 75 mm thick PCC 1:3:6 type C1 using 20 mm graded crushed stone aggregate as in plinth protection surface finished fair and even complete all as specified. Note :- Plinth protection shall be of width as directed and shall be laid to slope of 1:30 in alternative bays not exceeding 3 meter in length. Joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with bitumen mastic (1:3). |
| 16 | M&L Mild steel bars (TMT)10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips |
| 17 | M&L Mild Steel TMT bars 8mm dia , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 18 | Returning filling in including spreading, levelling, watering and well ramming in layers n. exc 25 cm thickness in soft / loose soil complete all as specified and directed. |
| 19 | Removing excavated material exc. 250m but n.exc 500m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as spd. |
| 20 | S & F for framed bracket , of angle or tee or F.Iron etc with web and flanges cut to shape, drilled and countersunk , cleat or other connecting plates cutting, welding, bending as necessary revetting not exc 10kg each bracket including Nut Bolts as in bands, straps, supports or stays for fixing gutter or PVC pipe ( Purpose made ) and similar articles confirming to Fe 290 (Gde -E-165) quality A all as specified and directed. |
| 21 | Forming Construction joint 30mm deep x 10mm wide filled with sealing compound grade 'A' |
| 22 | Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ of 150mm thickness of slab complete all as specified. |
| 23 | S&F 10 CM of thickness of slab of sand stone slabs in sun-shades, chajjas, shelves, cills, landings, cover stones, templates, etc. n exc. 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in lime mortar 1:2 or cement mortar 1:4. complete all as specified. |
| 24 | S&F 0.63mm thick plain, galvanised, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 |
| 25 | S&F for GI based Plain steel sheet 1.00mm thick of an colour having tensile strength of 550 Mpa as in ridges,hips ,valley gutter ,drip and straight flashing of zinc coating 275 (length and girth and edge joint revetted and as fixed with self tapping screws to frame as specified and complete all as directed and specified. |
| 26 | S&F 160 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified. |
| 27 | S&F 160 mm dia PVC (SWR) bends complete all as specified. |
| 28 | M& L Pre-cast cement concrete block masonry type B-1 1:2:4 (20 mm graded stone aggregate ) with solid blocks, exc. 10 cm in width and setting in cement mortar 1:4 complete all as specified. |
| 29 | M&L rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished surfaces even and smooth without using extra cement complete all as specified. |
| 30 | M & L for Plain Cement concrete Type B1 1:2:4 (20 mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed |
| 31 | Excavation in post holes (or similar holes) each n. exc 0.5 cum getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n. exc 50m and making good surface in Hard/Dence soil |
| 32 | S & F for rolled sections as in main and cross beams, hip and jack rafters,truss, purlins where connected to common rafters and running rails, cleat or other connecting plates cutting, welding including Nut Bolts, Fe 410-W(Gde -E-250) quality A all as specified and directed. |
| 33 | S&F for pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified and complete all as directed and specified. |
| 34 | M & L for two coat of synthetic enamel paint over one coat of red oxide, zinc chromiume on steel surface including preparation of new steel surface width or girth exc 10cm all as specified and directed. |
| 35 | S & F 15 mm bore Galvanized Steel tubes, medium grade fixed to walls and ceilings or laid in floors, concealed or open incl cutting of grooves with connections and fittings all as specified and directed |
| 36 | S & F 20 mm bore Galvanized Steel tubes, medium grade fixed to walls and ceilings or laid in floors, concealed or open incl cutting of grooves including taking up or down with connections and fittings all as specified and directed |
| 37 | S&F 20 mm dia gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed complete all as spd |
| 38 | Supply and installation of 2HP Motor for pumping purpose including commissioning complete with electric connection ( cables,wiring and termination etc) from near by supply as directed by Engr in charge Note:- Rate for Supply of 2HP and necessary wire for connection included in this item |
| 39 | M&L 100mm dia reinforced concrete pipes, class NP-3, laid and jointed complete with collars complete all as specified. |
| 40 | S&F cast iron work grade FG 150, unmachined, in brackets, gully traps, gratings, railing, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters and similar articles n. exc 5 kg/Each complete all as specified. |
| 41 | Cutting existing black top road including excavation of trenches including returing filling with hardcore with 150 mm thick PCC type B-1 using 20 mm graded stone aggregate as finished existing black top road surfaces complete all as specified. |
| 42 | Temporary suitable arrangement for stored water/ effluent (liquid/ semi liquid) to be pumping out/ bailing out from the excavated pit with diesel engine driven gen set/ pumping set/ mud pump to out side from pit complete or bypass/ divert through PVC hose pipes to making workable condition of the site and taking out the all mud from pit and making the system workable all as specified and directed. |
| 43 | M&L for old size brick work using fly ash brick conforming to IS-12894:2002, size , straight or curved on plan, exc 6.0 m mean radius, built in CM (1:4) all as specified and directed |
| 44 | Provn of 25000 litre Cap. each Static water tank as environment pond of PCC base with RCC foundation & wall including form work , reinforcement of permt specification incl excavation, returning filling, removal of soil etc. complete as specified |
| 45 | Surface excavation not exc 30cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as spd |
| 46 | M&L for Concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested for 150mm pipe all as spd in cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) complete all as spd. |
| 47 | M&L Concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested for 250mm pipe all as spd in cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) complete all as spd. |
| 48 | M&L for DWCPE(SN8) 250 MM dia Pipes including collar laid and jointed on concrete bed complete including testing and activities to excute and make sewer line functional.etc all as spd ( Concrete bed including Haunching shall be measured and paid for seperately) |
| 49 | M&L for DWCPE(SN8) 150 MM dia Pipes including collar laid and jointed on concrete bed complete including testing and activities to excute and make sewer line functional.etc all as spd ( Concrete bed including Haunching shall be measured and paid for seperately) |
| 50 | M&l for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundations fillings & mass concrete complete all as spd. |
| 51 | M&L for squared rubble walling Jodhpur type brought upto course well bonded, bedded and solidly hearted built in cement mortar (1:6) complete all as specified and directed. |
| 52 | Extra over of hammer dressing to face stone with maximum depression on face from straight edge not exc 20mm and dressing face bed and joints as specified to squared rubble walling jodhpur type brought upto cources as directed |
| 53 | M&L for preparing new plastered surface of wall and applying two coats of cement base paint complete all as specified and directed. |
| 54 | M&L for Precast cement concrete type B-1, 1:2:4 (Nominal mix) using 20 mm grade crushed stone aggregate, as in cover slabs (for manhole etc.) casted at site and setting in cement mortar 1:4 complete all as specified.( rate for the necessary form work included in the same item ) |
| 55 | Supply only integral water proofing compound all as specified. |
| 56 | S&F for 200mm (OD) PVC (SWR) Pipe including fitting Bend or Tee/Y junction single socketed in any length with rubber joints fixed ti walls complete all as spd |
| 57 | M&L for Machine pressed precast concrete interlocking paver block rubberised any shape and size with white cement cement and pigment comfirming to IS 658-2006 of 60mm thick M-35 grade complete all as spd |
| 58 | M&L sand filling under path as cushioning to interlocking including watering and consolidation complete all as spd |
| 59 | M&L for 75 mm thick PCC 1:4:8 type D2 using 40 mm graded stone aggreagate as in sub base of flooring/path/hard standing complete all as directed. |
| 60 | S/F rotational moulded polyethylene cylindrical vertical with closed top water storage tank triple layered white colour 1000 ltr capacity with connecting nipple, hoisted and fixed in position on new or existing foudation and making GI tubing inlet or outlet connection complete all as directed. |
| 61 | S & F 20 mm Ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. Minimum weight complete all as spd 2 0 m m - 2 1 0 g m s |
| 62 | S&F Brass bib taps, 15 mm dia crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed complete all as spd . |
| 63 | S&F for pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in gutter purpose made or factory made to roof including edge cap or box to connect PVC vertical pipe fixed with self tapping screws as specified and complete all as directed and specified.Note - The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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