Tender For Development Of Parks(09 Nos.) & Rain Water Harvesting At I.A. Swadesi Compound(Kavi Nagar) Distt. Ghaziabad
Tender Value
3.71 Crore
Estimated cost
Bid Submission
08 Oct 2026
1 days left
EMD
8.76 Lakhs
Bank guarantee accepted
Document Fee
8119
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Parks(09 Nos.) & Rain Water Harvesting At I.A. Swadesi Compound(Kavi Nagar) Distt. Ghaziabad
BOQ
| Sl. No. | Item Description |
| 1 | Cleaning jungle including up rooting of rank, vegetations grass, push, wood trees and samplings of grith upto 30 cms.measured at a height of 1 M. above ground level and removal of rubbish up to a distance of 50M. out side the periphery of area cleared. |
| 2 | Cartage of ballast, kankar, coal, grit or sand, slit including loading,unloading all lead and lift, Lead upto 10 kms |
| 3 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 4 | Supplying and stacking at site dump manure from approved source including carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve ofI.S. designation 4.75 mm |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 6 | Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth to be paid separately). |
| 7 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%), flooding with water, dressing, including removal of rubbish and surplus earth, if any with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid for separately). Holes 0.9 m dia. and 0.90 m deep. |
| 8 | Bougainvillea named variety , Sobhra, thima, Marry Palmer, Cherry Blossom etc. well developed with freash & healthy bushy plant in full bloom 75 to 90 cm ht. plant in cement pot. |
| 9 | Diluting and injecting chemical emulsion for POST CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos E.C. 20% with 1% concentration |
| 10 | Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). With grass Turf. |
| 11 | Providing and fixing park chair as per attached quotaion. |
| 12 | Providing and laying dustbin as per attached quotation |
| 13 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including geting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by Engineer-in- Charge. |
| 14 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer –in-charge, upto 90 metre depth below ground level. All types of soil 300 mm dia. |
| 15 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction ofEngineer –in-charge. 150 mm nominal size dia. |
| 16 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as p er direction of Engineer-in- charge. 150 mm nominal size dia. |
| 17 | Supplying, filling, spreading & levelling 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 direction of Engineer-in-charge. |
| 18 | Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer –in-charge. |
| 19 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 20 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia |
| 21 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm dia |
| 22 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 315 mm OD |
| 23 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer –in-charge, beyond 90 metre & upto 150 metre depth below ground level. All types of soil 400 mm dia |
| 24 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer –in-charge, beyond 90 metre & upto 150 metre depth below ground level. All types of soil 400 mm dia |
| 25 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 26 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia having minimum wall thickness 5.40 mm |
| 27 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia having minimum wall thickness 5.40 mm |
| 28 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia |
| 29 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia |
| 30 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp. |
| 31 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia |
| 32 | Providing, laying, testing & commissioning of 'B' class heavy duty G.I. pipe conforming to IS 1239 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 80 mm dia. |
| 33 | Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 80 mm dia |
| 34 | Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS:5312 complete with rubber gasket, GI bolts, nuts,washers etc.as required : 80 mm dia |
| 35 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of jointscomplete as per direction of Engineer in Charge.25 mm nominal dia Pipes |
| 36 | 50 mm nominal dia Pipes |
| 37 | 80 mm nominal dia Pipes |
| 38 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With M-15 Bricks |
| 39 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With M-15 Bricks |
| 40 | Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :25 mm nominal dia Pipes |
| 41 | 50 mm nominal dia Pipes |
| 42 | 80 mm nominal dia Pipes |
| 43 | Supply, Lowering, installation & testing of submersible pumping set with suitable horse power motor 4 stage pump suitable for 20-30 m3 hr. at 50-60 mtr. Head respectively. With Three Phase. |
| 44 | Providing & fixing cable 6 sq.mm. From submersible pump to panel board. |
| 45 | Providing & fixing Panel Board for submersible pump fitted with DOL starter ammeter, voltmeter single phase preventer standard/indo/cop make MCB of off switch push bottom duly wired andmade out of 16/18 SWG sheet. |
| 46 | Providing and fixing forged brass ball valve of brass body with hard chrome plated steel ball inside PTFE (Teflon) seat & ring with chrome plated centre handle with female BSP threads complete in all respects.25 mm nominal bore |
| 47 | 50 mm nominal bore |
| 48 | Excavation of foundation in ordinary soil (Loam,clay or sand) including lift upto 1.5 M and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30M from the foundation trencehs. SI No. 251 A |
| 49 | Cement Concrete with 4cm gauge stone ballast coarse sand & cement in proportion of 1:4:8 In foundation and under floor including supply of all materials labour tools and plants etc required for proper completion of the work. |
| 50 | First class brick work(M-150 ) in 1:4 cement and coarse sand 2.20 F.M.mortar in Foundation and Plith including necessary cutting and moulding of bricks as required and also honey comb brick work as per SI No.305(a) |
| 51 | 12 mm thick plaster with 1:4 cement and Coarse sand of 1.25 fineness modulous mortar in 1:4 over brick work minimum thickness not to be less than 1.00 cm including supply of all materials, labour, tools & plant etc. reuired for proper completion of the work SI No. 584 New Item |
| 52 | R.C.C. work with cement approved coarse sand and 2 cm. Gauge approved stone grit in proportions of 1:1.5:3 in T. Beam, Slab Roof and R.C.C. Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid. Excluding GST. SI No 288 |
| 53 | M.S. ( tor steel or plain) in plain work such as R.C.C. of R.B. work including bending for proper shape as necessary including bending for proper completion of the work and including supply of all steel & Wastage, bend, hooks and authorised overlapping shall be measured (Analysis Attached) |
| 54 | Providing and fixing of FRP manhole cover with frame internal size-1000 mm dia and suitable for 40 tone load including fix to floor with cement concrete. |
| 55 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing, weeding, pruning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers (whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & lawn mover and brush cutter with fuel and other T & P material/articles shall be provided by the contractor.) and as per direction of officer in charge.DSR 2020 Page no.95 item no 2.40.5 |
| 56 | Tractor with Trolly 1. Above hire-charges (from item code 0002 to 0083) include cost of services of operating staff, cost of lubricating oil, diesel/Petrol/Kerosene oil, other consumables for running the plant and machinery but excluding GST. 2. The hire charges of plant and machinery on per day basis are for single shift of eight working hours. DSR-2020 Page No.03 Code No.0039 |
| 57 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :DSR-2020 Page No.83 item No.2.4.1 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 dayTender Documents
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