Youth Affairs and Sports and Culture Government Departments Closing in 3 days TDR #56844172

Tender For Proposed Work For 400M Synthetic Athletic Track & Natural Turf Football Ground At Sangli District Sports Complex, Sangli.

Issued by Government Departments · Sangli, Maharashtra
Tender Value
10.19 Crore
Estimated cost
Bid Submission
14 Aug 2026
3 days left
EMD
5.09 Lakhs
Bank guarantee accepted
Document Fee
3540
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Sangli → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Proposed Work For 400M Synthetic Athletic Track & Natural Turf Football Ground At Sangli District Sports Complex, Sangli.

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 10-Aug-2026 Pre Bid Meeting Other 14-Aug-2026

BOQ

Name of Work:- PROPOSED WORK FOR 400M SYNTHETIC ATHLETIC TRACK & NATURAL TURF FOOTBALL GROUND AT SANGLI DISTRICT SPORTS COMPLEX, SANGLI.
Sl. No. Item Description
1Excavation for roadway/ground in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.Spec. No.:- MORTH 301
2Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.Spec. No.:- MORTH 309
3Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.Spec. No.:- MORTH 601
4Dismantling brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etc.Spec. No.:- As directed by Engineer in charge.
5Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete.Spec. No.:- As directed by Engineer in charge.
6Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical MeansSpec. No.:- Bd.A.1 Page One Number 259
7Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m to 3.0 m) By Mechanical MeansSpec. No.:- Bd.A.1 Page One Number 259
8Disposal of excavated material upto lead of 3 km including carting away upto municipal dumping ground loading, unloading, spreading etc. complete. As directed by Engineer in charge
9Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.Ref No.:- As directed by Engineer in charge.
10Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)Spec. No.:- Bd. E. 1 Page Number 287
11Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)Spec. No.:- Bd.E.4 Page One Number 289 and B-7, Page One Number38
12Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)Ref No.:- Bd.F.3 Page No. 298 and B.7, Page No.38
13Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)Ref No.:- Bd.F.11 Page No. 304 and B.7, Page No. 38
14Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)Spec. No.:- Bd.F.5 Page One Number 300 andB-7,Page No 38.
15Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)Spec. No.:- Bd.F.6 Page One Number 300 and B.7, Page One Number38
16Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)Spec. No.:- Bd.F.8 Page One Number 302 and B.7, Page One Number38
17Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.Ref No.:- Bd.F.17, Page No. 306
18Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.Spec. No.:- Bd.C.2 Page No. 275
19Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing for basement or underground floor on a base of Cement concrete 1:3:6, including sub base of 2.50 centimeter thick Cement mortar 1:3 with conceal, secrete (RMW), Algae proof or other alike waterproofing liquids, raking of joints upto 35 mm depth, filling the joints with 6 mm size crushed metal, hand grouting with cement slurry, curing and cleaning, with 7 years guarantee on court fee stamp of Rs. 100/- with ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete )Spec. No.:- Bd.J.2 Page One Number 355
20Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing treatment to vertical outside faces of Reinforced Cement concrete walls of basement or underground floor including filling the gap of 25 mm between rough shahabad and R.C.C. walls with cement grout mixed with water proofing liquid Algae proof or other alike with one tile lift method, brushing the joints horizontally with cement slurry mixed with water proofing liquid for width 30 to 35 mm and sloping coping over topmost tile with cement mortar 1:3, butting the bottom most with Cement concrete 1:2:4 mixed with water proofing liquid, curing, with 7 years guarantee on court fee stamp of Rs.100/- with ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete)Spec. No.:- Bd.J.2 Page One Number 355
21Providing waterproof plaster in for Drain 12 mm thick for side wall in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 Kilogram. per bag of cement of approved make and manufacturer and curing etc. complete. (Excluding Tiles) (As directed by Engineer in Charge)Spec. No.:- As directed by Engineer in charge.
22Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1Kilogramper bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test etc. complete.Spec. No.:- As directed by Engineer in charge.
23Providing fly ash brick masonry with conventional / I.S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete.Spec. No.:- As director by engineer in charge and BDG-2 and 5
24Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. CompleteSpec. No.:- As director by engineer incharge andBDG- 2 and 5
25Providing internal cement plaster 20mm. thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete.Spec. No.:- Bd.L.4 Page No. 368
26Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:3 without neeru finish to concrete surface in all positions including scaffolding and curing etc. complete.Spec. No:- Bd.L.1 Page No. 367
27Providing and applying plaster with plaster of paris in 6mm thickness to previously plaster surface in all position including preparing the surface scaffolding etc. complete.Spec. No.:- As directed by Engineer in Charge.
28Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.Ref No.:- Bd.L.7 Page No. 36
29Providing and laying telephone black / Amba White / Cadburybrown / Ruby red / Ocean Brown granite stone of 18 to 20 mm thick for door frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing/moulding the sharp edges wherever necessary, curing, etc. complete.Spec. No.:- As directed by Engineer-In- Charge
30Providing and laying machine cut machine Polished Kota stone flooring 25mm to 30mm thick and required width in plain/ diamond pattern on bed of 1:6 C. M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc. complete.Spec. No.: Bd.M.3 Page No.380
31Providing and fixing in required position skirting or dado of polished Kotah Stone slab 25 mm to 30 mm thick fixed on base on plaster of cement mortar 1:4 including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete.Spec. No.:- As directed by Engineer in Charge
32Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 60 mm thickness of having a strength of 300 Kilogram/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. completeSpec. No.:- A directed by Engineer in charge
33Providing and fixing solid core flush door shutter in double leaf 32 mm thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mm thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides, and finishing with French Polish etc. complete.
34Providing and fixing in position (as per 1868 / 1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 kg/Rmt. with window frame bottom track section 92 x 31.75 x 1.30 mm at weight 1.070 kg/Rmt.. Top and side track section 92 x 31.75 x 1.30 mm at weight 0.933 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. and handle and top section 40 x 18 x 1.25 mm at weight o.417 kg/Rmt. As per detailed drawings and as directed by Engineerincharge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc, complete. With powder coating with boxSpec. No.:- As directed by Engineer in charge.
35Providing and fixing mild steel grill work for windows, ventilators etc. 20 Kilogram/ One Square Metre as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete.Spec. No.:- Bd.U.1 Page One Number 537
36Providing and applying pearl/ luster finish paint of approved colour and shade to the existing plaster surface including scaffolding, preparing the surface, applying the acrylic wall putti etc.complete.Spec. No.:- As directed by Engineer incharge.
37Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete.Spec. No.:- As directed by Engineer in charge.
38Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete.Spec. No.:- As directed by Engineer in charge.
39Providing and laying concrete pipes of I.S.NP. class of 150mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.Ref No.:- Bd.V.41, Page No. 573
40Providing and laying concrete pipes of I.S.NP. class of 225mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.Ref No.:- Bd.V.41, Page No. 573
41Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.Ref No.:- Bd.V.41, Page No. 573
42Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140 kg with frame etc complete.Ref No.:- Bd.V.43, Page No. 574
43Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers perforated 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 all 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 and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
44Providing and fixing P.V.C. Rain water pipes of 110mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592- 1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete.Ref No.:- As directed by Engineer Incharge
45Supplying hard murum/kankar at the road site,including conveying and stacking complete.as per direction of Engineer-in-Charge.
46Spreading hard murum/ soft murrum/ gravel or kankar for side width complete. as per direction of Engineer-in-Charge.
47Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.Ref No.:- MORTH 408
48Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper.Ref No.:- As directed by Engineer in charge.SSR No. 21.22, Page No. 199
49Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I MaterialRef No.:- MORTH 401SSR No. 3.01, Page No. 31
50Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver.Ref No.:- MORTH 406SSR No. 3.23, Page No. 34
51Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means.Ref No.:- MORTH 502SSR No. 3.29, Page No. 35
52DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates)Spec. No.:- MORTH 505
53Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates)Ref No.:- MORTH 503SSR No. 3.31, Page No. 35
54BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)Ref No.:- MORTH 509SSR No. 3.48, Page No. 40
55Providing and laying in situ cement concrete M -30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) etc. complete with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.Spec. No.:- MORTH 602
56Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching andMixing PlantSpec. No.:- MORTH 408
57Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc.complete.Spec. No.:- As directed by Engineer in charge.
58Providing and fixing mild steel grill gate as per the detailed drawing including hinges, locking arrangements and painting in three coats of oil paint of approved colour and shade etc. complete.(weight 18 Kilogram. to 20 Kilogram. Per Sq.m.)Spec. No.:- Spec. Number As directed byEngineer in Charge.
59Supply and installation of Cast in situ IAAF approved Synthetic Athletics SANDWICH track system. The system should consist of application of 3 layer in situ installed self levelling layers broadcasted with rubber granules. This systems offers athletes maximum comfort and highest available performance and globally used in competitions. The particularity of this system lies in the application of a primer on the asphalt substructure, bottom and middle layers of liquid PU mixed with SBR granules, top layer of Liquid PU mixed as per manufacturer instructions and EPDM broadcasting on top. The system consumption ratios consists of application of primer layer of 0.25 kg/sqm, base layer of SBR granules (1-4mm) with 3kg/sqm mixed with binder 2.2 kg/sqm, middle layer of SBR granules (1-4mm) with 2kg/sqm mixed with binder 2.2 kg/sqm, top wear coat of liquid PU binder with consumption of 2.80 kg/sqm and EPDM granules of 1-4mm broadcasted in the range of 2.6 kg/sqm net. The system should be approved as IAAF class 1 with a certificate and line marking should be done as per the IAAF norms. The contractor shall test all material from IAAF accredited labortory to obtain class 1 IAAF certificate and all the charges borne by the contractor. all test results required according to DIN V 18035-6:2004-10.
60Football Goal Post (All As per FIFA Requirement for premier Tournament)Supply and installtion of Uprights & Crossbars made from 102mm x 112mm reinforced aluminium with double recess for flush fitting fixings. Reinforced welded aluminium corner joints for improved aesthetics and superior strength, with laser cut internal fixing for exceptionally accurate joints. Injection moulded toughened nylon net clips that won't deteriorate over time. Lock-in T-bar to allow for easy storage of the bottom net bar against upright for pitch maintenance. Reinforced net support system prevents bowing under intense tension. New, heavy duty ratchet winch and webbing strap allows for high-class net shape with the inclusion of a failsafe wire providing 100% security during matches. Lock-in bottom net bar 38mm diameter aluminium bar with ground secure key lock mechanism complete with 4 sockets and whitePolyester powder coated of size 7.32m x 2.44m Set = 2 Goals with 4 x 460mm deep sockets, and net etc. all complete as per FIFA Specification.
61Supplying, Deliver, stacking on site dust free stone aggregate of size 6-10 mm including loading & Unloading etc.complete. as directed by the engineer in charge/ consultant.
62Supplying, Deliver, stacking on site dust free stone aggregate of size 6-10 mm including loading & Unloading etc.complete. as directed by the engineer in charge/ consultant.
63Supplying, deliver , stacking on site medium Fine sand with Sandy loam suitable for Natural turf rootzone as per specification including Transportation, loading, unloading, royalty etc. Complete as directed by engineer in charge.
64Supplying & Uniformly Spreading 1kg /Sqm of Organic fertilizer with micro- organisms, macro & micro nutrients, with every square meter. Thereafter mix the organic matter with top 50mm to 100mm rootzone layer sand by rotivator, to have a uniform rootzone mix. Provide three applications each of 1kg/sqm. fertilizers good for the Bermuda grass,its development and retention of color in all season. Spec. As Directed by engineer in charge
65Finishing Levels: Once the root zone is spread over the sub base rectify undualtions if any, level and compact with water, to keep the root zone moist uniformaly. Spec.:- As directed by Engineer in Charge.
66Source, Supply , Deliver , Plant Bermuda SODS- Tifff- dwarf variety of grass(Selection1) on site as per Football field requirement and directed by engineer in charge including all required Diamonium phosphate, pesticider & Chemical all over FOP etc. complete.Spec.:- As directed by Engineer in Charge.
67Supplying and spreading geofabric filter layer of Geotextile of Polypropylene multifilament woven to the line, level and grade with pore size less than 0.075 mm and permeability greater than 9.0 litre/Square Metre/second confirming specification IS:1969 and ASTM standard including conveying to the site, joining and stitching with proper overlap and laying at excavated surface in tidal condition as directed by Engineer- in- Charge etc. complete.Spec. No.:- As directed by Engineer in charge
68Providing and laying perforated PVC 160 mm dia pipe in proper line,leveland slope including necessary material fitting etc. complete.Spec. No.:- As directed by Engineer in charge
69Design, Supply, Installation, Testing and Commissioning of all Irrigation/sprinkler Systeam as per sprinkler manufacturere specification, site conditions requirement, scope of work to make sprinkler systeam operate smoothly as per requirement of the football field and approval by client/consultant, Installation includes preparation of Shop drawings and all other items required for staisfactory performance of sprinkler system but not included in the supply items. (including all material & Labour charges, piping, popup sprinkler with swing joints, all Cableling with condute, Pumps (1 working + 1 standby) min. 7.5HP, Automatic Controll Panel, Valves, Disc Filter, Clamps, NRV, Etc all complete to run Smooth Opration of Sprinkler.)Brands:- i)Pipe & Valve:-Finolex/Prince/Supreme,ii)HDPE Pipe:-Duraline /Times Technoplast/supreme, iii)SPRINKLERS, AUTOMATION & ACCESSORIES:- Rain Bird ,USA ,iv)FILTERATION UNIT:- Azud, Spain,v) Pumps:- Kirloskar/Crompton Greave /KSB/Willow
70MAINTENANCE OF FOOTBALL FEILD: After planting the Turf grass, thereafter it will be maintained and manicured upto and including full Grwoth of Turf & handed over to client and therafter for 12 Months or end of Defect liability period. Maintenance includes mowing, irrigation, fertilising, fungicide application, weed management , aeration, maintaining levels, scarifying , irrigation management etc as directed by the consultant .(including required NPK , Micro nutrients, Fungicide,Bio organic fertilisers & machinary for maintenance) etc. all complete in all aspect to maintain the football field. Spec. As directed by engineer in charge.
71Providing & Fixing Aluminium track Curbing with fixing arrangement having size 60 X 50 mm box type having weight 1 kg/ Rmt. Top held in place by 10mm tall ribed feet raised 10mm of the track surface for rapid drainage each section of curbing shall be milled to allow easy drop in or removed corresponding section annodized finished and IAAF certified.
72Providing and fixing Hammer throwing circle / ring of IAAF approved. Spec. As directed by engineer in charge
73Providing and fixing Shot put throwing circle / ring of IAAF approved. Spec. As directed by engineer in charge
74Providing and fixing Take of boards alongwith plasticine indication boards and banking boards for long jump of IAAF approved. Spec. As directed by engineer in charge
75Providing and fixing Take of boards alongwith plasticine indication boards and banking boards for triple jump of IAAF approved. Spec. As directed by engineer in charge
76Providing and fixing Stop board for shot Put of IAAF approved. Spec. The Shot Put stop board shall be white and made of wood or other suitable material in the shape of an arc so that the inner surface aligns with the inner edge of the rim of the circle and is perpendicular to the surface of the circle. It shall be placed so that its centre coincides with the centreline of the landing sector and shall be firmly fixed to the ground outside the circle. It shall be 1.21m ± 0.01m long on the inside. The width at the narrowest point is 0.112m ± 0.002m and the height is 0.10m ± 0.008m measured above the adjoining surface of the circle when the stop board is firmly in position. As directed by engineer in charge.
77Providing and fixing Throwing safety cages with required poles and net incl. the ground fixing sleeves and ground hooks. It is essential that the Hammer Throw protection cage installed is properly erected and operated. The necessary equipment for erecting and anchoring the protective enclosure should be installed together with the throwing circle etc for discus and hammer throw of IAAF approved. As directed by engineer in charge.
78Providing and fixing Aluminium fixing arrangement to fix hurdles for water pit/jump in steeple chase along with hurdle of IAAF approved. Spec. As directed by engineer in charge
79Providing and fixing Pole vault box along with blanking board of IAAF approved.Spec. As directed by engineer in charge
80Supplying and filling of Silica Sand in sand pit of approved quality including cost and conveyance of all materials and labour charges to the site to fill the sand in pits. Spec. As directed by Engineer charge Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56844172
AUTHORITY Government Departments
TENDER VALUE 10.19 Crore
LAST DATE 14-08-2026
Authority
Authority Name Sports And Youth Services Department
Work Description Tender for Proposed Work For 400M Synthetic Athletic Track & Natural Turf Football Ground At Sangli District Sports Complex, Sangli.
Basic Detail
Tender No Retender/Track/2026
Bidding Type Tender
Location
City Sangli
State Maharashtra
Key Dates
Publish Date 10 Aug 2026
Submission Date 14 Aug 2026
Open Date 01 Jan 0001
Finance
Tender Value 10.19 Crore
Tender Fee 3540
EMD 5.09 Lakhs
Exemption Not Available
Document List
01R0ScheduleB.pdf
02R0ScheduleC.pdf
04Drawings.pdf
b1755422-d7f1-427f-9cb5-cf37dd8c0dfa.html
BOQ_2269353.xls
tENDERDOCTRACK.pdf
Tendernotice_1 (30).pdf

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Tender Timeline

Aug 10, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 14, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 3 days
Aug 14, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days

Tender Documents

Download All (ZIP) ↓
pdf

01R0ScheduleB.pdf

pdf

02R0ScheduleC.pdf

pdf

04Drawings.pdf

html

b1755422-d7f1-427f-9cb5-cf37dd8c0dfa.html

xls

BOQ_2269353.xls

pdf

tENDERDOCTRACK.pdf

pdf

Tendernotice_1 (30).pdf

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