Tender For Provn Of Roof Top Rain Water Harvesting Scheme Alongwith Allied Infra In Or Md Accn At Dappar Under Age (I) Dappar
Tender Value
28.20 Lakhs
Estimated cost
Bid Submission
23 Jul 2026
2 days left
EMD
56400
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
S.a.s Nagar → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Roof Top Rain Water Harvesting Scheme Alongwith Allied Infra In Or Md Accn At Dappar Under Age (I) Dappar
BOQ
| Sl. No. | Item Description |
| 1 | Material and labour for rough excavation exceeding 1.5 m but not exceeding 3.0 m deep and getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge. |
| 2 | Material and labour for rough excavation not exceeding 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge. |
| 3 | Material and labour for removing excavatedmaterial (soils) n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed by the Engineer-in-Charge. |
| 4 | Material and labour for returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft /loose soil, complete all as specified and as directed by the Engineer-in-Charge. |
| 5 | Material and labour for cement concrete type D2 1:4:8, (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 6 | Material and labour for brick work with sub class `B` bricks,(old size bricks) straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge |
| 7 | Material and labour for rendering 15 mm thick on other than fair faces of brick work in cement mortar 1:4, mixed with liquid water proofing compound as per manufacturers instructions surface finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge.Note:- Liquid WPC shall be measured and paid separately. |
| 8 | Supply only integral liquid water proofing compound complete all as specified and directed by Engineer-in-charge. |
| 9 | Material and labour for Providing precast type B1 1:2: 4 (using 20 mm graded stone aggrgate )as in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces complete all as specified and as directed by the Engineer-in-Charge. |
| 10 | Material and labour for reinforced Cement Concrete type B1 1:2:4 (using 20mm graded 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 as directed by the Engineer-in-Charge. |
| 11 | Material and labour for reinforced cement concrete type B1 1:2:4 (using 20mm graded stone aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed by the Engineer-in-Charge. |
| 12 | Material and labour for formwork to soffits of flat suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (Horizontal or sloping),for rough finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge |
| 13 | Material and labour for formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and as directed by the Engineer-in-Charge |
| 14 | Material and labour for formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete rail ings, 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 complete all as specified and as directed by the Engineer-in-Charge |
| 15 | Material and labour for mild steel TMT bars 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 complete all as specified and as directed by the Engineer-in-Charge |
| 16 | All as per serial item No. 15 here-in-before but 5mm dia and over upto and including 10 mm dia as in stirrups,spaces and binders complete all as specified and as directed by Engineer-in-charge. |
| 17 | Material and labour for loose filling with aggregates of broken stone or boulders of gauge 40 to 63 mm in soakage pits, soakage well complete all as specified and as directed by Engineer-in-charge. |
| 18 | All as per item No. 17 here-in-before of gauge 10 to 25 mm complete all as specified and as directed by Engineer-in-charge. |
| 19 | Material and labour for sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed by Engineer-in-charge. |
| 20 | Material and labour for Reinforced concrete pipes class NP-2 , 200mm bore with collars laid and jointed in cement mortar 1:4 complete all as specified and as directed by Engineer-in-charge. |
| 21 | Material and labour for cement concrete 1:3:6, type C-2 (using 40 mm graded aggregate) as bed to 200 mm bore drain pipes including packing under and haunching against the sides of pipes (after they are laid and tested) in cement concrete 1:3:6, type C-2 (using 40 mm graded aggregate) |
| 22 | Supply and fixing 150 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints fixed to walls with MS clamps fabricated out of 50x5 mm flat iron and 16 mm dia round iron stays, including nuts and bolts for securing end sof stay to wall or roof complete all as specified and as directed by Engineer-in-Charge |
| 23 | Supply and fixing 150mm bore PVC (SWR) bends of any radius complete all as specified and as directed by Engineer-in-Charge |
| 24 | Supply and fixing 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints,fixed to walls with MS clamps fabricated out of 50x5 mm flat iron and 16 mm dia round iron stays, including nuts and bolts for securing end sof stay to wall or roof complete all as specified and as directed by Engineer-in-Charge |
| 25 | Supply and fixing 110mm bore PVC (SWR) bends of any radiuswith MS clamps fabricated out of 50 x 5 mm flat iron and 16 mm dia round iron stays , including nuts and bolts for securing end of stay to wall or roof complete all as specified and as directed by Engineer-in-Charge |
| 26 | Material and labour for rolled steel section in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) confirming to Fe-410 Gde 250 quality 'A' including distance pieces, cleats etc complete all as specified and as directed by Engineer-in-Charge |
| 27 | Material and labour for prepration of steel or iron surface of any description, over 10cm in width or girth,not otherwise described and applying two coats of synthetic enamel paint over and including a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge |
| 28 | Supply and fixing Pre-painted galvalume aluminum zinc coating GI based plain steel sheet of 0.5mm thick, of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-ChargeNotes :(i). The plain sheet has to be U-shaped in order to collect water. The dimension of the U-shaped sheet will be directed by Engineer-in-charge.(ii). No extra charge will be paid for shaping of galvalume sheet. |
| 29 | Supply and fixing of Pre-painted galvalume aluminum zinc coating GI based plain steel sheet of 0.5mm thick any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-ChargeNotes :(i). The plain sheet has to be U-shaped in order to collect water. The dimension of the U-shaped sheet will be directed by Engineer-in-charge.(ii). No extra charge will be paid for shaping of galvalume sheet. |
| 30 | Material and labour for cutting holes in brick/ concrete wall/column etc exc half brick not exc one brick for inserting angles and making dismantled portion good in cement mortar 1:3 or cement concrete 1:2:4 type B-I as required complete all as specified and as directed by Engineer-in-Charge |
| 31 | Material and labour for drilling pilot bore of 150 mm dia by rotary drilling method (Direct/reverse) through rig machine for injection well in any kind of soil strata or rock including disposal of surplus soil/rock to a distance n.exc.50m, including deploying required rig machinery, T&P equipment etc. including transporting of all material like rig machine, tools & plants, collection of log samples (drilling / cutting) and to maintain drill time log book complete all as specified and as directed by Engineer-in-charge. |
| 32 | Material and labour for reaming of bore well from 150 mm dia to 250 mm dia with direct circulation rig machine/reverse rotary circulation method in any kind of stara of soil/rock from ground level to 100 m deep below ground level complete all as specified and as directed. Notes for item nos. 31&32. (1) The following activities are to be carried out and report as mentioned to be submitted by the contractor cost of which shall deemd to be included in the quoted rates (a) Taking the sample of strata at every 3.0 m interval and every change in strata and preparation of litho logs based on three samples, The cost of provision of sample strata box of size 1200*750*100mm of specifications as directed by Engineer-in-charge/ AGE(I) shall deemed to be included in the quotes rates. (b) Preparation of drill time log and submitting to Engineer-in-charge/AGE(I). (2) The change in upper or lower limit of boring from ground level with a particular dia of drill will not amount of any deviation and rates quotes againsd these items is only applicable even if drilling depth varies from sch 'A 'and nothing extra is admissible on this account . |
| 33 | Supply, assembling, jointing, lowering and fixing in position PVC plain casing pipe, heavy duty of size 150 mm dia with wall thickness 7.5-8.5 mm conforming to IS-4985 having male threads at spigot end and female threads at socket end screwed and socket type with all jointing accessories complete all as specified and as directed by Engineer-in-charge. |
| 34 | Supply, assembling, jointing, lowering and fixing in position PVC screen casing pipe, heavy duty of size 150 mm dia with wall thickness 7.5-8.5 mm conforming to IS-4985 having male threads at spigot end and female threads at socket end screwed and socket type with all jointing accessories complete all as specified and directed by Engineer-in-charge. |
| 35 | Supply and fixing PVC ball plug assembly suitable for 150 mm nominal bore PVC casing pipe internally threaded and jointed with casing pipe complete all as specified and as directed by Engineer-in-charge. |
| 36 | Supply and fixing mild steel hosing clamps made out of 12 mm thick MS flat bent to shape for 150 mm bore casing pipe with necessary bolts, nuts and washers at ground level complete all as specified and as directed by Engineer-in-charge. |
| 37 | Supply and fixing PVC Well cap 8mm thick, suitable for 150mm bore PVC pipe, having internal threads complete all as specified and as directed by Engineer-in-charge. |
| 38 | Material, machinery and labour for development of injection bore well by using air compressor of suitable capacity for removing the drilling mud and finer sediments in the surrounding of borewell screens minimun 6 hours for each well complete all as specified and as directed By Engineer-in-charge |
| 39 | Supply and packing pea gravel of size 2mm to 5mm all around casing pipe and slotted pipe complete all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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