Heavy Industries and Public Enterprises Government Departments Closing in 1 days TDR #57526945

Tender For Development And Beautification Of Neta Ji Subhash Chandra Bose Park Including Construction Of Rain Water Harvesting(1 No), Submersible Pump(1 No), Stage And Footpath With 02 Year Maintenance At I.A. Sector-22 Meerut Road, Distt:- Ghaziabad

Issued by Government Departments · Ghaziabad, Uttar Pradesh
Tender Value
1.21 Crore
Estimated cost
Bid Submission
22 Sep 2026
1 days left
EMD
2.86 Lakhs
Bank guarantee accepted
Document Fee
4641
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Development And Beautification Of Neta Ji Subhash Chandra Bose Park Including Construction Of Rain Water Harvesting(1 No), Submersible Pump(1 No), Stage And Footpath With 02 Year Maintenance At I.A. Sector-22 Meerut Road, Distt:- Ghaziabad

BOQ

Name of Work:- DEVELOPMENT AND BEAUTIFICATION OF NETA JI SUBHASH CHANDRA BOSE PARK INCLUDING CONSTRUCTION OF RAIN WATER HARVESTING(1 NO), SUBMERSIBLE PUMP(1 NO), STAGE AND FOOTPATH WITH 02 YEAR MAINTENANCE AT I.A. SECTOR-22 MEERUT ROAD, DISTT:- GHAZIABAD
Sl. No. Item Description
1Excavation 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
2Cement 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. SI No. 281
3R.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.
4M.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)
5Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (Where machine con not reach/move SI No. 253(A)
6Cartage of Earth Lead upto 10 kmsItem No. 231 A
7Providing and laying 60 mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern. factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks 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. complete all as per direction of Engineer-in-Charge. Analysis Attached
8First 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)
9First class brick work(M-150 ) in 1:4 cement and coarse sand 2.20 F.M.mortar in super structure including necessary cutting and moulding of bricks as required and also honey comb brick work as per SI No.303+305(A)+ 310
1012 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
11Providing wall Putty on new surface with approved quallity material of berger/JK/Birla or Similar make two coats. SOR SI No.-15.26.
12Finishing walls with weather coats by Premium Acrylic exterior paint applied @1.67lrt/10sqm (asian or berger brand) of approved make and quality on wall with two or more coats to give an even shade including a priming coat with cement primer of approved brand and manufacturing exterior primer applied @ 2.20kg/10sqm after thoroughly brushing the surface free from mortar dropping and other foreing matters and sand papered smooth including supply of all materials labour tools & plants etc required for proper completion of the work.as per SOR.No.15.23.
13Painting or vanishing with valsper or other approved high grade enamel or superior synthetic clean varnish complete one coat over previously, painted. surface including supply of all materials, labour, Tools & plants etc required for proper completion of the work. Paint to be used should confirm ISI no: 105/106/133-1950.
14Supply of Fixing of Kota stone flooring 25 mm thick and joint filled with 1:2 cement and coarse sand with approved colouring materials to be given an even shade with 12 mm base coar(bedding) of 1:2 Cement & coarse sand mortar and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour tools & plants etc. required for proper completion of the work. (SI No. 14.23 new item 2)
15Supply of Fixing 10 to 12 mm thick Kota stone tiles in skriting or dado laid with 1:2 cement and approved coarse sand mortar finished with in its cement colour slurry jointing and polished of approved quality complete including supply of all material labour, tools and plants etc. required for proper completion. (SI No. 14.24 New item)
16Providing & Fixing of Stainless Steel( 304 Grade Board) frame with green color base & white color refelective letter as per design & drawing of Work Description board. (As per office order no. 1150 dated 16.09.2023) PGM Camp
17Cleaning 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.
18Cartage of ballast, kankar, coal, grit or sand, slit including loading,unloading all lead and lift, Lead upto 10 kms
19Supplying 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).
20Supplying 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
21Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
22Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth to be paid separately).
23Digging 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.
24Bougainvillea 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.
25Diluting 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
26Grassing 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.
27Providing and fixing park chair as per attached quotaion.
28Providing and laying dustbin as per attached quotation
29Earth 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.
30Boring/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.
31Supplying, 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.
32Supplying, 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.
33Supplying, 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.
34Supplying, 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.
35Gravel 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.
36Providing 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
37Providing 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
38Providing 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
39Boring/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
40Boring/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
41Gravel 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.
42Supplying, 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
43Supplying, 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
44Development 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
45Providing 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
46Providing 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.
47Providing 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
48Providing, 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.
49Supplying, 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
50Providing, 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
51Providing 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
5250 mm nominal dia Pipes
5380 mm nominal dia Pipes
54Constructing 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
55Constructing 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
56Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :25 mm nominal dia Pipes
5750 mm nominal dia Pipes
5880 mm nominal dia Pipes
59Supply, 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.
60Providing & fixing cable 6 sq.mm. From submersible pump to panel board.
61Providing & 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.
62Providing 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
6350 mm nominal bore
64Excavation 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
65Cement 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.
66First 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)
6712 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
68R.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
69M.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)
70Providing 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.
71Complete maintenance of the entire garden features having as per yard stick in the garden area ie. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc including hoeing, weeding, pruning, replacement of plants, gap filling, 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, Fenilizer, Insecticide, Pesticide will be provided by the Department & Cost /Supply lawn movet 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
72Providing profuse watering arrangements at site to Make available RH pipe/Canvas Pipe & T&P Repairing of Submersible Pumps, DG. Set etc in the process of watering as per direction of the in charge of work Avarage 03 Nos Irrigation per month/acre total irrigation 36 Nos
73Cleaning and Sweeping of Lawn/Garden arta Toilet area and keep it neat and clean by mechanized method/manually, remove litter, debries, picking of leaves, papers, plastic bottles etc. including disposal of collected waste in dusthin / designated place, as per direction of officer charge
74Cutting of Hedge/Edge including removing of cut material, cleaning, hoting of hedge/edge bed watering, manureing and applying insecticides and fungicides etc. (excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge.
75Supplying 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.)
76Supplying and stacking of good earth at including royalty and carriage upto 05 km lead complete (earth measured in stacks will be reduced by 20% for payment).
77Tractor with trolley including P.O.L. & Driver
78Providing & Planting of seasonal seedlings in parks including Supply of seasonal seeldlings, labour watering , etc. Complete as per officer incharge
79Pruning, trimming, shaping of trees/shrubs (ht 15 feet and above) i/e removal of cut materials upto 50mt. lead and as per direction of officer in charge (necessary T & P shall be arranged by the Contractor). Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57526945
AUTHORITY Government Departments
TENDER VALUE 1.21 Crore
LAST DATE 22-09-2026
Authority
Authority Name Uttar Pradesh State Industrial Development Corporation Limited
Work Description Tender for Development And Beautification Of Neta Ji Subhash Chandra Bose Park Including Construction Of Rain Water Harvesting(1 No), Submersible Pump(1 No), Stage And Footpath With 02 Year Maintenance At I.A. Sector-22 Meerut Road, Distt:- Ghaziabad
Basic Detail
Tender No CD-I(199) DATED 07.09.2026
Bidding Type Tender
Location
City Ghaziabad
State Uttar Pradesh
Key Dates
Publish Date 15 Sep 2026
Submission Date 22 Sep 2026
Open Date 22 Sep 2026
Finance
Tender Value 1.21 Crore
Tender Fee 4641
EMD 2.86 Lakhs
Exemption Not Available
Document List
2e2b51e8-e85e-4b4a-94a8-96182545e5c6.html
BOQ_2232482.xls
etenderdocument.pdf
feeformat.xls
Tendernotice_1.pdf

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Tender Timeline

Sep 15, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 22, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Sep 22, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 1 day

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