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Tender Value
₹6.6 Cr
EMD Value
₹3.3 L
Closing Date
15 May 2026, 5:00 pmClosed
MR Yognarayan sahu(DFLT)
CE(Raipur)
GARDEN DEVELOPMENT WORK IN THE RESIDENTIAL COMPLEX OF SENIOR OFFICERS AT SECTOR 18 I/C. ELECTRIFICATION WORK AT DISTT.RAIPUR(NAWA DIVISION, NAWA RAIPUR).
189720
NIT No. 107/TC/EinC/PWD/26-27
RESTRICTED TENDER
WORKS
6 days
CE(Raipur)
Required Past Technical Experience: AS PER NIT
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
17 documents required · 17 mandatory
Public Works Department (PWD)
WORKS
MR Yognarayan sahu(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B
CE(Raipur)
PWD Circle-1,Raipur
NAVA RAIPUR
120
06
No
0
189720
15 May, 2026 5:00:00 PM IST
20 May, 2026 10:00:00 AM IST
24 Apr, 2026 7:00:00 PM IST
NIT No. 107/TC/EinC/PWD/26-27
GARDEN DEVELOPMENT WORK IN THE RESIDENTIAL COMPLEX OF SENIOR OFFICERS AT SECTOR 18 I/C. ELECTRIFICATION WORK AT DISTT.RAIPUR(NAWA DIVISION, NAWA RAIPUR).
331200.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
66224000.00
2
19 May, 2026 5:00:00 PM IST
66224000
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
20d 22h 19m
17 documents required · 11 mandatory · 6 optional
₹0
₹3.3 L
24 Apr 2026
24 Apr 2026
20 May 2026
24 Apr 2026
15 May 2026
24 Apr 2026
19 May 2026
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).
Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. 1.1.1) In all types of soil
Extra for every additional lift of 1.5 m or part thereof. 1.6.1) In all types of soil
Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.
Carriage by mechanical transport upto 5 km lead: 1.26.1) Earth
Pumping out water caused by springs tidal or river seepage, broken water main or drains and like during Excavation or during Excavation and laying of base concrete (volume to be calculated taking height from water level to bottom of pit and to be measured and paid) .
Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 2.1.1) Foundations, footings, base of columns and plinth beam in any shape and size.
ii) Columns, rectangular or square in shape
Columns, beams & walls- circular or any other geometrical shape other than square and rectangular in all sizes
Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)
Beams, lintels, cantilevers & walls
Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work. 3.1.3) 1 cement :3 coursed sand : 6 gradedstone aggregate 40mm nominal size )
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work. 3.3.1) M-20
Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
Providing and placing in position thermo-mechanically treated(TMT)steel reinforcement for RCC work including cutting, bending etc. complete as per drawings including cost of binding wire and including all wastages etc. complete 3.12.2) Thermo-Mechanically treated bars FE 500D
Extra for precast PCC/ RCC work of any mix including form work, hoisting and fixing in Cement Mortar. 1:2 (1 Cement : 2 coarse sand) and finishing with cement plaster in Cement Mortar 1:3 (1 Cement : 3 coarse sand) but excluding reinforcement.
Granular Sub-base Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in unifoRM layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 A) Plant mix method (with Mechanically crushed stone only) (a) For Lower Sub-base with i) Grading-III Material
Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in: 7.5.4) Cement Mortar 1:6 (1 cement : 6 coarse sand)
Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level up to plinth level: 7.11.2) Cement Mortar 1:4 (1 cement : 4 coarse sand)
Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for up to plinth level:
Steel work in tubular (round, square or rectangular hollow tubes etc.)structure in built-up sections, trusses and frame work including cutting,hoisting, fixing in position upto a height of 5m above plinth level,consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers forfastening etc. complete with applying a priming coat of red oxide zinc chromate primer. 9.3.2) Electric resistance or induction butt welded tubes Grade-300
Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer. 9.6.2) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Supply and fixing of polymer precoated galvalume profile sheets (PPGL) of approved size, shape and pitch of corrugation, total coated thickness (TCT) 0.60 mm +/- 5%, epoxy primer on both side of the sheet and colour polyester top coat 18-20 microns and 6-7 microns on bottom. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing and fixing of aluminium tile false ceiling comprising of Tile of size 600 x 600mm x 0. 10.65.1) With long Plain panels
Providing and making 6mm thick cement plaster of mix: 11.1.2) In Cement mortar 1:4 (1 cement : 4 fine sand)
15mm thick cement plaster on the rough side of single or half brick wall 11.3.3) in cement mortar 1:5 (1cement:5sand)
Neat Cement punning.
Providing and making 18mm thick cement plaster in two coats with under layer of 12mm thick plaster 1:5 (1 cement : 5 fine sand) and top layer of 6mm thick with cement plaster 1:3 (1 cement : 3 fine sand) finished rough with sponge.
Extra for plastering done on mouldings, cornices or architraves including neat finish to line and level.
15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above) 12.45.1) Granite stone grey/pink
Granite stone BLACK
15 mm thick Table rubbed polished Granite stone slab in risers and treads of steps skirting dado and pillars laid on 12mm (Average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc. complete (single stone is to be used for risers and treads of steps and width of stone for skirting and dado shall be equal to the height of skirting & dado and length of 1.0 m). 12.46.1) Granite stone grey/pink
Providing and fixing rectified glazed ceramic floor tiles of 1st quality conforming to IS : 15622-2017 of approved make, in all colours shades over 20mm thick bed of cement Mortar 1:3 (1 cement :3 coarse sand) and jointing with grey cement slurry @ 3.3Kg per sqm including pointing in white cement mixed with matching pigment complete. 12.74.2) Size 400x400mm thickness 7 to 8mm
Providing and applying Polymaric cement primer on all surface applied @ 0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 (product such as Birla white primacoat/activcoat, Asian Trucare , Dulux interior cement primer, Opus Calista / I10 ) with all tool tackles and labour etc. complete for the work .
Providing and applying 2mm thick white cement based Acrylic grade putty with minimum 3 coats applied @ 4.0 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Asian trucare, Berger Happy walls Putty , Birla Opus One pro smooth) to make the surface smooth and even with all tools tackles and labour etc. complete for the work
Providing and applying exterior surface with PREMIUM HEAVY DUTY Glossy or Matt Finish Exterior Emulsion paint of required shade to give protective and water proof finish minimum three coats applied @ 1.43 lit / 10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -2 Class D , C , B & A ( Glossy / matt / Egg Shell finish )having high DFT and silicon aditive for elastomaric property (Product such as Asian Ultima ,Dulux Weathershield Maxx , Berger Weathercoat All Guard , Nerolac Excel Total , Nippon Durafresh Expert , Opus Tru Look) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work. (With 4 Year Warranty
Providing and applying satin/ matt finish Enamel paint mimimum 2 coats in all surface applying @ 0.75 lit/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian satin Enamel, Dulux Promise Premium Enamel, Nerolac Synthatic Enamel, Opus Prime enamel) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc. Satin synthetic enamel paint
Trenching in ordinary soil upto a depth of 60cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly leveling with in a lead of 50m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
Supplying and stacking of good earth at site including royalty, loading, unloading and carriage upto 5 km (earth measured in stacks will be reduced by 20% for payment).
Supplying and stacking sludge at site including royalty, loading, unloading and carriage upto 5 km (sludge measured in stacks will be reduced by 8% for payment).
Supplying and stacking at site well decayed cow dung manure from approved source, including loading, unloading and carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment).
Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
Fine dressing the ground
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).
Mixing earth and sludge or manure in proportion specified or directed.
Grassing with ‘Doob’ 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). 22.10.2) In rows 7.5 cm apart in either direction.
Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50m lift upto 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately).
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) : 22.14.2) Holes 60 cm dia, and 60 cm deep.
Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded).
Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand: 22.25.1) Hedges like Alife, Dorenta, Tikoma etc
Furn like Arica, China etc (3 year old)
Hibiscus (Flower)/ Rose
Carpet Grass
Providing and planting of 3‟0” to 4‟0” heighted wasingtonia, filipheria/bismarkia novelist plam plants with 1‟6” x 1‟6” depth pit formation and soil preparation, (Mixing organic manure and plant‟s protection insecticide). Up to 4 month maintenance.
Providing and planting of 4‟0” to 5‟0” heighted Ficus prestige/ Blackiana plants with 1‟6” x 1‟6” depth pit formation and soil preparation, (Mixing organic manure and plant‟s protection insecticide). Up to 4 month maintenance.
Providing and planting of Bogenbelia dwarf, Chandni…
Providing and planting of dwarf Red Ekalyha dwarf
Providing and planting of Golden durenta multi branches plants for showing mass effect in 0‟6” x 0‟6” distance with soil preparation work‟s, (Mixing organic manure and plant‟s protection insecticide). Up to 4 month maintenance.
Providing and planting of plumeria (Champa) 2‟0” to 3‟0” heighted plants with 1‟0” x 1‟0”x1‟6” depth pit formation and soil preparation work‟s, (Mixing organic manure and plant‟s protection insecticide). Up to 4 month maintenance.
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia. holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year ) Amaltas,CASSIA FISTULA 6M C/C
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia. holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year ) Kasod, CASSIA SIAMEA- 4-5M C/C
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia. holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year ) Badam, TERMINALIA CATAPPA- 3M C/C
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia. holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year ) Palash, BUTEA MONOSPERMA- 6M C/C
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia. holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year ) Kasod, CASSIA SIAMEA- 6M C/C
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia. holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year ) Red Silk Cotton, BOMBAX CEIBA
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia. holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year ) Gulmohar, DELONIX REGIA
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia. holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year ) Ashok, SARACA ASOCA- 3M C/C
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia. holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year ) Peepal, FICUS RELIGIOSA- 6M C/C
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia. holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year ) Bargad, FICUS BENGHALENSIS- 6M C/C
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia. holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year ) Neem, AZARDIRACHTA INDICA
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia. holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year ) Amla, PHYLLANTHUS EMBICA
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia. holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year ) Bel, AEGLE MARMELOS
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia. holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year ) Kadam, NEOLAMAREKIA CADAMBA
Planting and Maintaining of Flowering Plants and Shrubs (a) Planting flowering plants and Shrubs in central verge i/c digging trenches,filling earth & farm manure
(b) Maintenance of flowering plants and Shrubs in central verge for one year
Random rubble masonry with hard stone in foundation and plinth in Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 12 stone aggregate 20mm nominal size) upto plinth level.
Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete. 9.57.2) SS Grade 304
Providing and making 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) finished with a top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand).
Providing and applying Economy Plastic emulsion paint with roller application minimum three coats applied @ 1.25 lit/10 Sqm up to final finish as per relevant I.S. code 15489:2013 Type -1 Class D & C (Glossy and Semi Glossy Finish) of required shade (product such as Tractor emulsion, Dulux Promise, Nerolac Beauty Silver, Berger bison/breeze, Opus I30/Style Paint) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour complete for the work. (With 2 year warranty)
Providing and making pointing on stone work with cement mortar 1:3(1 cement : 3 fine sand) 11.38.1) Flush Pointing
Raised and cut pointing
Providing and laying Pitching Stone/Boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per clause 2504.
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed and as per clause 2504.
Coursed rubble masonry (Second sort) with hard stone in Cement mortar 1:6 (1 cement : 6 coarse sand) upto plinth level.
Extra for Coursed rubble masonry with hard stone (Second Sort) in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
Extra for random rubble masonry with hard stone in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This included jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 19.6.1) 15 mm nominal outer dia pipes
25 mm nominal outer dia pipes
50 mm nominal outer dia pipes
62.50 mm nominal inner dia pipes
Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality: 19.13.2) Bib cock (350 grams)
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 19.17.1) 15 mm nominal bore
Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end): 19.16.1) 25 mm nominal bore
50 mm nominal bore
Constructing masonry Chamber 30x30x50 cm, inside with modular well burnt clay bricks of 35 kg/ cm² 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) 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 :
Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² 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) 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 :
Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. 18.76.2) 110 mm dia pipe.
Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 18.77.1.2) 110 mm
Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm 12.65.2) Pigment Coloured (rubber mould) precast interlock concrete blocks
Providing and fixing precast compressed plain cement concrete edge restraint block of size 500mmx250mmx60mm of compressive strength of 200kg per sq.cm manufactured by electro hydraulically operated block machine by excavated trench of 150mm depth, laid width wise etc. complete
Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) (ii) PCC Grade M- 15
Providing and fixing 20mm thick Jaisalmer stone flooring in any pattern over & including 20mm thick cement mortar bedding in CM 1:6 including cement float and filling joints with white neat cement slurry mixed with pigment to match the shade of stone with all wastage of all material including grinding, finishing, polishing and cleaning etc. complete (Edges and joints of stone are cut neatly so that thickness of joints to be not more than 1.50mm ) and i/c cost of all materials, labour and running & hire charges of all machineries required for the work at all heights.
Supplying and drawing following sizes of FRLS PVC insulated copper conductor, multi strand wire in the existing surface/ concealed, FRLS PVC conduit / PVC casing caping as per specification and IS: 694 (2010) 3.11.3 3 x 1.5 sq. mm
3 x 2.5 sq. mm
Supplying, installation, testing and commissioning of following 230/250 volts LED Post Top Lantern fitting with perplex cover/decorative diffuser, electronic ballast and all other accessories on existing gate column/ pole bracket, including connection, earthing etc complete as per specification and P.F. should be greater than 0.9 . LED chip efficacy ratio ≥ 100 lumens /watt. 6.23.3 45 Watt
Supplying, installation, testing and commissioning of following LED Spike Light fitting complete with Electronic Driver Heat sink Capacitor and all other accessories, including connection, earthing etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 100 lumens /watt. IP-65 6.24.1 9 watt
Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 10 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt. 6.28.8 90 watt
Supplying of following 230/250 volts LED Flood light fitting with all accessories like driver,heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket,including connection,earthing,Separate housing for driver etc complete as per specification and P.F.should be greater than 0.9.LED chip efficacy ratio ≥120 lumens /watt. 6.29.10 250 watt
Supplying , installation , testing and commissioning of following recess mounted DALI/0-10volt Analogue dimmable LED/COB Downlighter with Die cast housing made of aluminum and white. Powder coated finish. Diming should be Based LED shall having LM80 complied as per L70 standard LEDs minimum tested for 10,000 burning hours with 3000-6000K CCT with minimum life cycle 50000 hrs burning hours at 50˚C. Driver shall be 3 stage Constant Current Constant Voltage with voltage range of 150-270V AC. Driver Power factor shall be 0.95 and above and THD shall be less than 10%. 6.71.3 18 watt
Supplying,installation ,testing and commissioning of LED Bollard luminaire with Die-cast,polycorbonate diffuser,wattage not exceeding 18W,system lumen output-900lumen,Luminaire should be capable of operating at line voltage without any separate power supply from 100- 277 V AC.Luminaire is sealed to IP65 protection.Luminaire should Be Compact with option of no up-light ,Colour temperature of 6500K with CRI-70 including all accessories support fitting etc as required
Supplying, installation, testiing and commissioning of following type Recessed LED Step Lighting fixture with IP66/65 protected Die-Cast Aluminum housing and Heat resistive Toughened Glass. LED shall having LM80 complied as per L70 standard LEDs minimum tested for 10,000 burning hours with 3000K CCTwith minimum lifecycle 50000 hrs burning hours at 50°C.Luminaire LED should have secondary Optic lenses. Driver shall be 3 stage Constant Current Constant Voltage with voltage range of 150-270V AC.Output voltage of driver should be complied to Safety Extra Low Voltage norms not exceeding 60V DC. Driver Power factorshall be 0.95 and above and THD shall be less than 10%. 6.79.1 3 watt
Supplying, installation, testing and commissioning for the following LED RGB / RGBW flood lighting luminaire for façade lighting with Die-cast aluminium housing , power-coated finish of following wattage . Luminare shall be capable by DMX / Ethernet based control . The beam angle of the fitting shall be narrow , medium , wide , or asymmetric as per the requirement . Luminaire shall be complete with driver and capable of operating at line voltage without ant saperate power supply from 100-270 V AC , 50 HZ with power factor > 0.9 . Fixture shall be suitable to operate at an ambient temperature range of 10˚C to +50˚Cand shall be IP rated . Lifetime shall be atleast L70:50000 burning hours at 50˚C. Luminare shall be conforming to BIS (IS 10322) and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables , water proof connectors etc as required. 6.90.1 55-60 watt
Supplying, installation, testing and commissioning of LED Neon Flex Strip 220 V AC White /Warm White /Red /Blue /Pink / Yellow Coloured complete as per specification and IP65, P.F. should be greater than 0.75
Fabrication, supply, installation, testingand commissioning of cubicle type compartmentalized wall/floor mounted power cum control panel board of specified size and following depth made out of not less than 2mm thick CRCA MS sheet with suitable size compartments for bus bars, switchgears and necessary cutouts for voltmeters, ammeters etc as per specifications including powder coating painting but with out busbars, switchgears and other accessories etc complete as per specification 7.19.1
Supply, installation, testingand commissioning of 4pole (3 phase + neutral) copper( electric grade) bus bars in existing cubicle type ompartmentalized wall/ floor mounted panel board alongwith suitable size and shape insulators, necessary bolts and nuts etc complete as per specification. 7.21.1 100 amp (20x3mm)
Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as per specification, IS/ IEC: 60947-2 and Ics = 100 % Icu. 9.1.1 3 pole MCCB, 25-63A, Fixed Thermal Release, 10KA
4 pole MCCB, 100A, Adjustable Thermal - Magnetic Release, 35KA
Supplying and fixing SP MCB, 240 volts, 'C' curve, suitable for inductive load in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 9.11.2 6 amps to 32 amps
Providing and fixing following rating current transformer in existing cubical panel including, connections, testing and commissioning etc. as per specification.10.15.2 100/5 amps
Providing and fixing penal mounting 230 volt LED type indicating lamp in existing cubical panel including, connections, testing and commissioning etc. as per specification.
Providing and fixing following Time switch (timer) in existing panel including connection, testing and commissioning as per specification.10.22.3 Astronomical type with year programmed
Providing and fixing panel mounting digital type VAF (Volt-amp-frequency combined) Multi Function meter of size 100x100 (NS) in existing cubical panel including connection, testing and commissioning etc. as per specification.
Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including soldering, excavation and refilling the trench etc. as per specification.
Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as per specification.
Providing maintenance free earthing with following size GI pipe including making bore pit of minimum 150mm dia, providing and laying approved make Earthing Electrode of Pipe-in-Pipe technology as per IS 3043(R 2016) -1987 made of corrosion free G.I. Pipes having outer pipe of 80mm dia and inner pipe of 50mm dia and filling with specified qty highly conductive compound around pipe and above that with soft soil in bore pit complete and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. as per specification: 12.19.2 With 2 metre long GI Pipes and 25 kg back filling compound.
Supplying and laying ISI marked double wall HDPE pipe (IS 14930 Part II) having corrugation on the outer wall and plan surface on inner wall in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification. 14.1.1 63 mm outer dia and 50 mm Inner dia
Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL/ HDPE pipe as per specification, IS: 1554 (1988, Part 1) & IS: 7098 (1988, Part 1) 15.3.22 4 x 10 sq. mm.
4 x 16 sq. mm.
4 x 25 sq. mm.
3.5 x 50 sq. mm.
Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as per specification. .15.23.23 4 X 10 sq. mm (22 mm)
4 X 16 sq. mm (22 mm)
4 X 25 sq. mm (25 mm)
3½ X 50 sq. mm (32 mm)
Supplying, fixing and cramping suitable size and all type aluminium ferule/ lugs to following size 1.1 KV grade power cable core / lead, pressed with high pressure cramping tool including connection to switch gear/ MCCB etc as per specification. .15.28.2 10 sq. mm
Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 4mm thick anchor plate, 4 nos 24mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3) 19.8.1 9 metre high, dia 155mm at bottom and 90mm at top, base plate size 260x260x16mm, foundation bolts 750mm long
Supply and fixing following street light pole bracket on existing pole made out of 50 mm dia MS "B" class pipe welded to 300 mm long MS pole canopy of suitable dia at a angle of 102.50 including having MS triangular stiffner of size 150 X 50 X 5 mm thick, making arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy, painting with one coat of approved steel primer etc. as per specification. 19.9.2 Single Over Hang 1.00 metre Long
Erection of GI octogonal/ tubular/conical pole on existing cement concrete foundation having grouted bolts and nuts, aligning in true vertical position as per specification. 19.11.2 4 metre high
9 metre high
Designing and providing suitable RCC foundation in Cement Concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) for 3 mere to 12 metre high GI octagonal pole including steel reinforcement form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as per specification.
Supplying erection testing and commissioning of hot dipped galvanised (single dip 86 micron) 16 metre High mast pole on existing RCC foundation with all accessories and equipments, detailed as below to withstand wind pressure upto 180km/hr and minimum following specifications: a) HM shaft made of not more than 2 sections of suitable lengths with telescopic stressfit joints between sections without any circumpherencial welding, sheet thickness 4mm top and bottom sections, nominal dia 460mm on bottom and 150 mm on top, base flange 25mm thick 670mm dia, PCD of foundation bolts 650mm. b) Double drum winch for lowering & raising of lantern carriage on high mast with operatable with power tool/ manual handle attachment with a torque limiting device for safe locking of carriage. c) Raising/lowering type lantern carriage designed to carry specified nos of luminaries, control gear box, junction box. d) Top pulley assemble with weather proof cover. e) 3 Nos suitable length and size stainless steel wire ropes (minimum 6mm dia and 7/19 construction) for lowering & raising of lantern carriage. f) Suitable size and length multicore flexible copper power trailing cable (minimum 3 core 4 sqmm) g) Hinged service door in base section h) Base plate earthing terminal. i) Suitable arrangement for supply distribution with termination of suitable size underground cable in high mast. j) Lightning conductor finial made of 25mm dia 300 mm long G.I. tube having single prong. k) Anchor plate of size 840x840x6mm, tem-plates 3mm thick, GI foundation bolts 8 Nos of 30 mm dia 850 mm long (EN 8 Grade) along with nuts washers etc. (RCC fooundation and luminaries will be paid separately)
Designing and providing suitable and approved size RCC foundation for 12-30 mere high mast including seel reinforcement form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as required including laying and fixing HM foundation bolts with tam plates but excluding the cost of foundation bolts with tam plates etc complete as per specification
Supply of hot dip galvanized CONICAL POLE as per BSEN ISO 1461 standard with minimum coating thickness of 75 micron.The galvanizing shall be done in single dipping.The pole shaft shall be made from 3 mm sheet steel confirming to BSEN10025 having yield strength of 355N/Sq mm and silicon content less than 0.04%.The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. All Conical pole shafts shall be provided with the rigid flange plate manufacture from MSFE410 confirming to IS:2062 of suitable thickness with provision for fixing 4 Nos 'J' type foundation bolts.The welding shall be done as per qualified MMAW process approved by Third Party Inspectionagency.The Conical Poles shall oe designed to with stand the maximum wind speed as per IS875 part II.The top loading i.e.area and the weight of fixtures are to be considered II.The top loading i.e.area and the weight of fixtures are to be considered to calculate maximum deflection of the pole and the same shall meet the equirement of BSEN 40-2-1 &3.The Conical Poles shall have door of approximate 500 mm length at the elevation of 500 mm from the Base plate.The door shall be vandal resistance and shall be weather proof to ensure safety of inside connections 19.29.2 Supply of 4 M Height Conical Pole diameter 75 mm at top 118 at bottom Baseplate Size 200x200x12 mm foundation bolt 450 mm long Mx16 EN 8 grade
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