Tender For Construction Of Rainwater Harvesting Facility At Wrpl Jaipur Station
Tender Value
28.93 Lakhs
Estimated cost
Bid Submission
14 Jul 2026
12 days left
EMD
8000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaipur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Rainwater Harvesting Facility At Wrpl Jaipur Station
BOQ
| Sl. No. | Item Description |
| 1 | GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ. |
| 2 | RAINWATER HARVESTING WRPL JAIPUR |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge : |
| 4 | All kinds of soil |
| 5 | In Ordinary Rock |
| 6 | Providing and laying in position specified grade of reinforced cement concrete , excluding the cost of centering, shuttering, finish ing and reinforcement - All work up to plinth level : |
| 7 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III): 3 graded stone aggregate 20 mm nominal size) |
| 8 | 1:3:6 (1 cement : 3 coarse sand (Zone-III): 6 graded stone aggregate 20 mm nominal size) |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 10 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 11 | Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or li ght & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in req uired colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver b locks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & directions of the Engineer-in-Charge : |
| 12 | 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. |
| 13 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thi ckness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc . as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Precast C.C. kerb stones shall be approved by the Engineer-in-Charge.] |
| 14 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: |
| 15 | Two or more coats on new work |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level : |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 18 | Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc ., for struts, chain link fencing posts as per drawing including gate, ladders, safety grills, walkways, collapsible gate, signboard s, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying two coats of epoxy paint \\"EPILUX 155\\" High Build Enamel over a coat of EPILUX 610 Primer of M/s Berger or any other approved equivalent make as per manufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixing anch or plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.comp lete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (excluding the cost of concrete work). |
| 19 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wi re or nuts, bolts and washers as required complete as per the directions of the Engineer-in-Charge : |
| 20 | Made of G.I. wire of dia 4 mm |
| 21 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms including getting out the excavated soil and disp osal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge : |
| 22 | All kinds of soil |
| 23 | In Ordinary Rock |
| 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 25 | 1:2:4 (1 cement:2 coarse sand (Zone-III):4 graded stone aggregate 20mm nominal size) |
| 26 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 28 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 29 | 1:6 (1 cement : 6 fine sand) |
| 30 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts ,all complete as per direction of the Engineer-In-Charge. |
| 31 | Gravel packing in tubewell construction in accordance with IS:4097, including providing gravel fine /medium /coarse,in required grad ing & sizes as per actual requirement , all complete as per direction of the Engineer-In-Charge. |
| 32 | Supplying, filling, spreading & leveling gravels of size range5 mm to 10 mm,in the recharge pit, over the existing layer of boulders , in required thickness ,for all leads& lifts, all complete as per direction of the Engineer-In-Charge. |
| 33 | Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 6mm nominal size), rein forced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing with cement mo rtar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. |
| 34 | 50 mm thick |
| 35 | Supplying and fixing, shop fabricated M.S. steel Electroforged Welded Gratings (Hot dip galvanised as per IS:2629 and tested as per IS:2633 and IS:6745) of approved make with quantity of zinc coating shall not be less than 9.0 N/sqm of surface area (0.12 mm unifor m thickness) over drains, stair treads etc., wherever required with maximum size of void/ mesh in the grating limited to 33 mm x 50 mm including welding/ fixing/ clamping to base frame, etc. complete in all respects inclusive of cost of all labour, materials, tool s, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 36 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS:10910, on 12 mm dia steel bar conformi ng to IS:1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 m m space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring pr ojections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manho les with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete a s per design. |
| 37 | Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including c ollecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all eq uipment, tools, plants & machineries required for the job, all complete as per directions of the Engineer-in-Charge, up to 90 metre depth below ground level : |
| 38 | All types of soil : 300 mm diameter |
| 39 | Rocky strata including boulders : 300 mm diameter |
| 40 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 41 | upplying, assembling, lowering and fixing in vertical position in bore well, Un-plasticized PVC medium well casing (CM) pipe of requ ired dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. |
| 42 | 200 mm nominal size diameter |
| 43 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/ 3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to I S:8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two c oats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, a ll complete, for all depths, as per directions of the Engineer-in-Charge : |
| 44 | 200 mm nominal size diameter |
| 45 | Internal Work - Exposed on wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. Th is includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directions of the E ngineer-in-Charge : |
| 46 | 25 mm nominal outer dia pipes |
| 47 | Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid ov er a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including mak ing haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard desi gn and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc ., as per specifications and directions of the Engineer-in-Charge. |
| 48 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways, neat cement punning on finished surface, properly encased on al l edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet a nd providing 2 Nos. 12 mm dia bar for hooks etc. including cost of cartage, all leads & lift, handling at site etc. all complete as per directions of the Engineer-in-Charge. |
| 49 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cem ent mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : |
| 50 | For pipes 100 to 250 mm diameter Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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