Tender For Development Of Tourism Infrastructure At Chilika Seashore, Gourangapatana & Binchanapalli Of Ganjam Block
Tender Value
1.02 Crore
Estimated cost
Bid Submission
07 Sep 2026
14 days left
EMD
1.03 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ganjam → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Tourism Infrastructure At Chilika Seashore, Gourangapatana & Binchanapalli Of Ganjam Block
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres Including removal and disposal of top organic soll not exceeding 150 mm In thickness. (AR- 2006 sino-3, pg-196) |
| 2 | Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit.(Girth from 300 mm to 600 mm)(AR-2006 sino-1, pg-195) Girth from 300 mm to 600 mm |
| 3 | Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit.Mulla unskilled for cutting trees Including cutting, refilling, compaction of backfilling and stacking of serviceable materials within 1000 metres lead by manual means. (Girth from 600 mm to 900 mm) (AR-2006 sino-1, pg-195) |
| 4 | Dismantling brick or stone masonry in lime or cement mortar under 3m. height Including stacking the useful materials for reuse and removing the debris within 50m. Lead(AR-2006 sino-4.XVI, pg-215) |
| 5 | Dismantling and removing R.C.C.columns beams slab staircase landing lintels including stacking the useful materials for reuse and removing the debris within 50m lead(AR-2006 sino-24.XVI, pg-22.1). |
| 6 | SECTION-I (FOUNDATION):- Earth work in oridinary soil within 50m, initial lead and 1.5m, Initial lift Including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge (AR-2006 Si no.-1a, pg-1) Sitting Area |
| 7 | Filling in foundation and plinth with excavated materials Including watering and ramming as directed by the Engineer-in-charge for 100 cum (AR-2006 sino-14, pg-8) |
| 8 | Filling in foundatin and plinth with sand watered and rammed (Labour only) (AR-2006 sino-15, pg-8) Sitting Area |
| 9 | Cement concrete (1:3:6) with 4cm. Size crusher broken hard Granite metal including cost of all labour, materials with all taxes, lead,T & P etc all complete (AR-2006 sino-3, pg-43) Sitting Area Resting Floor |
| 10 | Brick work with K.B. bricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ± 8 percent in cement mortar (1:6) in foundation and plinth (AR-2006 sino-3, pg-71) Sitting Area Resting Floor |
| 11 | SECTION - II (SUPER STRUCTURE):-Brick work with K.B. bricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ± 8 percent in cement mortar (1:4) brick masonary in super structure (AR-2006 sino-3, pg-71) Brick Wall Sitting Area |
| 12 | 12mm. thick cement plaster (1:6) on brick work (Ground Floor) (AR-2006 sino-4, pg-103) Sitting Area |
| 13 | 12mm. thick cement plaster (1:3) on brick work with punning (AR-2006 sino-3a, pg-103) Sitting Area |
| 14 | Priming one coat with any approved primer Including cost of all labour, materials T & P with taxes, transportation etc all complete. (AR-2006 sino-1 ix, pg-93) |
| 15 | Wall painting 2 coats with Weather Coat of approved shade on new work to give an even shade in Ground Floor. (AR- 2006 sino-20, pg-99) Sitting Area |
| 16 | SHED SEATING AREA Shaded seating zones to be made of bamboo (3 inch thk.) with non sal (Eucalyptus Tree, Tentra, Gramhi, kuruma) wooden pillar ( 4\\" x 3\\") Metal Stakes: 24-36\\" long, 0.5-1\\" in dia.Auger Anchors: 36 -48\\" long, 6 -8 \\" helix dia. Concrete Footings: 12 -18\\" dia, 24-36\\" depth, reinforced with rebar Screws/Bolts: 3-6 '' in length, 0.25-0.5\\" dia Brackets: 4-6\\" length, 0.125-0.25 in th U-Bolts: 0.25-0.5\\" dia, 3 -6^ prime prime lengthSitting Area |
| 17 | Providing and Fixing in position 3 seaters Designer Bench of approved design and make minimum area 1.5mx0.60m. Seating Height 0.80m consisting of, 1. FRP channel strip-seat & back with end cap (C section of thickness up to 5mm, 1200mm long with wooden finish bolted to side frames.) 2. Bench Frame Heavy Duty Cast Iron Seating Frame conforming to IS 1730 made from sand casting method) Powder Coat done by pure Polyster Powder with 70-80micron thickness. AS Per Finish etc complete as per the direction of Engineer |
| 18 | GUARD ROOM/COVERED VENDING ZONE Fully covered synthetic thatch roof huts for guards (3 Inch thk.) with non sal (Eucalyptus Tree, Tentra, Gramhi, kuruma) wooden pillar (4\\"x 3\\"), bamboo purlin (1\\" th) (4\\"x 3\\") made of bamboo wall (3 inch thk.) with wooden pillar (4\\"x 3\\") Bamboo wall ht. - 6.6' Roof thickness - 7-8 Inch Wooden flush door ht-7' Metal Stakes: 24-36 \\" long, 0.5-1 \\" In dia. Auger Anchors: 36-48\\" long, 6-8 \\"helix dia. Concrete Footings: 12-18\\" dia, 24-36 \\" depth, reinforced with rebar Screws/Bolts: 3-6: \\"In length, 0.25-0.5 \\"dia Brackets: 4-6 \\" length, 0.125-0.25 in th U-Bolts: 0.25-0.5 \\"dia, 3-6\\" length VENDING ZONE |
| 19 | Providing 16mm Internal cement plaster in cement mortar 1:6 inculding necessary scaffolding curring etc. All complete at all depth height for out side portion wall. BLOCK-A Wall (200MM) Deduction Door D5 Add jambs Window V |
| 20 | Providing 12mm Outer cement plaster in cement mortar 1:6 Inculding necessary scaffolding curring etc. All complete at all depth height for out side portion wall. BLOCK-A Outer Wall Deduction Door D5 Add jambs V |
| 21 | Providing 6mm thick cement plaster to the ceiling and 15 R.C.C. surface with cement mortar (1:4) Including cost of all materials labour T&P etc. complete. TOILET BLOCK TOILET |
| 22 | SECTION - III (FINISHING):- Providing & fixing Vetrifled Tile of approved size in flooring over cement plaster 1:2, 12mm thick jointed with neat white cement slurry Including cost of all material 16 labour T & P etc complete.complete as per specification/drawing and direction of Engineer-in-charge. (Scratchfree Floor Tile (Make Johnson /Khajaria/Somali)) |
| 23 | Fixing Tiles to dados skirting & risers of steps on 12mm. thick C.P (1:3) jointed with neat cement slurry mixed with pigments to match the shade of tiles all complete with & without cost of precast tiles. (AR-2006 sino-17, pg-90) Wall (200MM) Deduction Door D5 Add jambs Window V |
| 24 | Wall painting 2 coats with Plastic Emulsion Paint of 18 approved shade on new work to give an even shade in Ground Floor. (AR-2006 slno-20, pg-99) Wall (200MM) Deduction Door D5 Add jambs Window V |
| 25 | Wall painting 2 coats with Weather Coat of approved 19 shade on new work to give an even shade In Ground Floor (AR-2006 slno-20, pg-99) Outer Wall Deduction D5 Add jambs V |
| 26 | Priming one coat with any approved primer Including cost of all labour, materials T & P with taxes, transportation etc all complete. (AR-2006 slno-1 ix, pg-93) Putty (Outer inner) |
| 27 | Providing and fixing ISI marked 35mm thick flush door shutters confirming to IS2202 PART 1 decorative type core of block board construction with frame of 1st class hard wood and well matched teak three ply veneers on the both faces of shutters of apporoved design including cost of all doors fittings and fixtures etc. complete (SR 2022-Pg; 234) D5 |
| 28 | Supplying, fitting & fixing up window (sliding type) made up aluminium section 9778 as window frame section No. 4095, 4096 and 9777, 3994 as shutter frame with 5mm. thick plain glass as panel fitted with rubber bending 23 Including lucking arrangement including all fittings Including cost of materials all taxes, labour, T & P excluding cost of glass etc complete as per direction of Engineer In Charge. (AR- 2006 sino-7.XIX, pg-240) Window V |
| 29 | Supplying and fixing of steel M.S. grill with all fitting and fixtures Inculiding cost of cutting holes in the brick masonary and R.C.C. colums and making good to damage etc, as per direction of Engineer -In-charge. Window V |
| 30 | Providing and Painting Two coat with Enamel paint over one coat primer to grill including cost of material, labours, T&P.etc..complete. Window V |
| 31 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 3 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H Specifications for Road and Bridge Works (4th Revision). |
| 32 | Loosening, levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction & Clause 305 of MoSRT&H specifications for Road & Bridge works (4th Revision). |
| 33 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadum 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 as per Clause 406 of MoSRT&H specifications for Road & Bridge works (4th Revision). |
| 34 | Supplying and fixing of Pre cast kerb stone of size 600mmX300MMX150MM OF M30 grade of approved make, design, colour and size made by block making machine with proper compaction fixed in required pattern etc. complete in all respect conforming to IS 5758:1984. SR-2022 CHAPTER 25,SL NO-4 PAGE-234 |
| 35 | supply and fixing of 80 mm thick Cement.Concrete interlocking paver block of M-30 grade of approved make design colour and size made by block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP-63:2018. SR-2022 SL NO 25.17.1 PG-233. |
| 36 | Filling in foundatin and plinth with sand watered and rammed (Labour only) (AR-2006 sino-15, pg-8) |
| 37 | Supplying and installation of dustbins are made of FRP in different cartoons shapes and painted with attractive colours of synthetic enamel paints like Height: 4 Feet.: Thickness: 5.6mm.: Capacity: 30 Liter having facility to drop from front and remove from behind door for specific design. dust bin having facilities to anchor with with 50mm hole dia pipe with 1mt length in concrete pedestal & fixing with SS chain. Finishes etc complete as per the direction of Engineer. |
| 38 | HDPE Floating Dock Model: Platform Dimensions: 50cm x 50cm x 80cm. with 15mm Top Cover Size of Each Module: 0.5mx0.5mx0.4m (of minimum Depth/ Helght).Provided with curved Sides that hold perfectly (male-female type) in three dimensions for sustaining pressure of water & strength. The modules are arranged in double layer to obtain a height of 0.8m. Weight of Each Module: 8.5 kgs. +-5%. Including the weight of top cover. Weight carrying Capacity: More than > 650 kg/sqm. (double layer) Raw Material of the Module: High Quality HDPE of MFI <3g/10min. @190oC at 21.6kg load. Copy of CIPET Test report enclosed. Top Cover: 15mm (+/-5°/0) thickness of top surface of same material to ensure sufficient protection & fitted with module. Top Surface: Anti Skid top surface. Lug Thickness: 22mm to ensure sufficient strength to the structure. Accessories & Connectors: Made of same HOPE material to avoid frictional damage. HDPE Hand Rails of 11cm x 11cm of 1m height with triple layer rope to be provided at every 2m along the periphery. The handrail must have pin lock type fixing arrangement so that it fits tightly into the lugs. Colour: Blue / Green / Orange or any other colour of your choice. made of Modular HMW HOPE Cover Plate type Docks joint together with HDPE Nuts and Bolts.Shape& Size: Can be assembled to form platform of any size and shape in multiples of 0.5m. Structure: Frame with high load bearing capacity of 350kg/m2, made from Floating Docks having Cover Plate 15mm thickness. The plate is fixed with SS Nut bolt. Dimension: 500mm x 500mm x 400mm (L x W x H) Supply & Installation of HDPE Floating Jetty with accessories as per the Technical Snacficatinaon. Turkav.basis FLAOTING JETTY |
| 39 | SOLAR STREET LIGHTING SYSTEM: 30Watt Solar Semi Integrated street light (LED Make: Osram/Philips) * 24AH 12.8V LIFEPO4 Battery with mppt Charge Controller. * 75 Watt solar PV Module. 1.Supply of 5m height 5 inch dia GI (Average dia tappered from bottom to top) tubular pole and at the bottom one base plate of size 30 x 30 x 5 mm having a through hole of size 14 mm dia at the centre of the ase plate with recuired nut and bolt with pole cap Pole with Light arm and PV Structure. 2.Painting of tubular pole with arms with ant coat of red oxide primer and two coats of aluminium paint and bottom one meter with black paint with supply of paints and labour. 3.Labour charges towards installation of 5 mtr height steel tubular pole including concreting of pole base and couping with supply of concreting materials as per following specification. Planting depth of, 1.5 mtr pole pit size 1.2 x 1.2 x 1.8 m concreting- 1:4:8 with 4 cm HG metal size and couping of standard size into 40 cm X 40 cm X 50 cm with cement concreting 1:2:4 uaing 20 mm BHCBG chips. This includes the cost of all concreting materials, labour and hire charges of all T&P materials. The pole is to be installed in proper alignment as per the direction of Engineer in charge, and enclosed drawing and specification. Transportation & Installation charge with concrete work.Complete 5 years warranty. |
| 40 | BAMBOO RAILING Bamboo railing Hatched design quarter bamboo (1/4th) Railing height- 3' Rope/Twine: 0.25-0.5 \\"dia Screws/Bolts: 3-6 \\" in length, 0.25-0.5 \\" dia Brackets: 4-6 \\"length, 0.125-0.25 in th U-Bolts: 0.25-0.5 \\"dia, 3-6\\" length With paints completed with all finishes. BOUNDARY |
| 41 | Supply and installation of floor standing RO & UV Purifier water cooler having purification capacity upto 50L/hr, Inlet storage capacity of 50ltr Automation Grade Automatic Plant Area 461 X 582 X 1441 mm Number of Membranes in RO 3 Voltage 230 V Max Water Recovery Rate 50-55% Number of Filtration Passes 5 Purification Type.RO Water purifier and water cooler.RO Capacity (LPH) 50 LPH RO+UV+Sediment+carbon.Material of construction-outer pannel stainless steel AUS J1 grade 2nosof cold water compressor, Hermitically sealer reciporting compressor, condensor propeller fan refrigerant used R-134A. Temprature range 10-25 deg C,RO brand-Usha Cooler SS4080 and Lexpure 50LPH, KENT, Eureka Forbes Aquaguard Reviva ETC BRAND and including cost conveyance, taxes etc complete as per manufacturer's specification or complete as per the direction of Engineer. |
| 42 | SELFIE POINT:- Abstract bamboo installation features large circular rches (3\\" dia) with radiating poles (1\\"th) Arch dia- 8' Bamboo Shingles/Slats: 1-2' long, 4-6\\" wide, 0.25-0.5\\" thickBamboo Mats: 6-8' long, 3-4' wide, 0.25-0.5\\" thick Metal Stakes: 24-36 \\" long, 0.5-1 \\" in dia. Auger Anchors: 36-48\\" long, 6-8 \\" helix dia. Concrete Footings: 12-18\\" dia, 24-36\\" depth, reinforced with rebar Rope/Twine: 0.25-0.5\\" Screws/Bolts: 3-6\\" in length, 0.25-0.5\\" dia Brackets: 4-6 \\" length, 0.125-0.25 in th U-Bolts: 0.25-0.5 \\"dia, 3-6\\" length |
| 43 | ENTERY GATE Curved bamboo entrance gate (3 inch thk.) with non sal (Eucalyptus Tree, Tentra, Gramhi, kuruma) wooden pillar (4\\"x 3\\") Height. -16' Metal Stakes: 24-36 \\" long, 0.5-1 \\" in dia. Auger Anchors: 36-48\\" long, 6-8 \\" helix dia. Concrete Footings: 12-18\\" dia, 24-36\\" depth, reinforced with rebar Rope/Twine: 0.25-0.5\\" Screws/Bolts: 3-6 \\" in length, 0.25-0.5\\" dia Brackets: 4-6 \\" length, 0.125-0.25 in th U-Bolts: 0.25-0.5 \\"dia, 3-6\\" length |
| 44 | Trenching in ordinary soil up to a depth of 60 cm cum 10 including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m 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). (2.1 Page-225) |
| 45 | Uprooting weeds from the trenched area after 10 to sqm 15 days of its flooding with water including disposal of uprooted vegetation. (2.6) |
| 46 | GRASS AREAS:- Mixing earth and manure in proportion 8: 1 and spreading to a thickness of 200mm. (2.9 page- 228) |
| 47 | Fine dressing the ground (to levels specified). (2.7 page- 227) |
| 48 | Flooding the ground with water including making sqm klaries and dismantling the same. (2.24 page- 236) |
| 49 | Pit preparation:- 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) (2.14 page-230):- Holes 1.2 m dia and 1.2 m deep (2.14.1) |
| 50 | Holes 90 cm dia, and 90 cm deep (2.14.2) |
| 51 | Holes 60 cm dia, and 60 cm deep (2.14.3) |
| 52 | Holes 45 cm dia, and 45 cm deep. (2.14.4) |
| 53 | MANURE AND GOOD EARTH-Manure- Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m. lead complete (cattle manure measured in stacks will reduced by 8% for Payment). (2.25 page-237) |
| 54 | Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured 225 in stacks will be reduced by 8% for payment). (2.3 page- 225) |
| 55 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment). (2.2 page- 225) |
| 56 | 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). (2.20 page-235) |
| 57 | TREES:- Supply and stacking of Bauhinia purpurea (Kachnar) plant of height 150-165 cm, in big poly bags of size 25 cm as per direction of the officer-in-charge. (7.8 page-354) |
| 58 | Supply and stacking of Cassia fistula (Amaltash) plant of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. (7.16 page-356) |
| 59 | Supply and stacking of Cassia siamea plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. (7.17 page- 356) |
| 60 | Supply and stacking of Chorisia speciosa plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. (7.21 page- 357) |
| 61 | Supply and stacking of Delonix regia (Gulmohar) plant of height 150-165 cm. in big poly bags of size 25 357 cm as per direction of the officer-in-charge (7.24 page- 357) |
| 62 | Supply and stacking of Erythrina indica plant of height 150-165 cm. in big polybag of size 25 cm as per 357 direction of the officer-in-charge. (7.25 page 357) |
| 63 | SHRUBS:- Providing and Displaying of Alpinia Variegated (three: in one) plant having ht. 30 cm and above, with fresh and healthy variegated foliage in 25 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge (6.1 page- 343 |
| 64 | Providing and stacking of plant Canna dwarf of height 25 to 30 cm., 2 to 3 suckers in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. (4.89 page- 325) |
| 65 | Supply and stacking of plant Cassia biflora of height as per direction of the officer-in-charge. 90-105 cm., well branched, bushy in big size HDPE bag as per direction of the Officer-in-charge (8.1 page- 376) |
| 66 | CREEPERS:- Supply and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring. Mahara, Mohan, Scarlet Queen. Varigata, Glabra Formosa, Peruviana Odissi, Partha. Subhra. Thimma. Spectabilis L.N Birla. Refulgens) plant of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. (9.4 page- 393) |
| 67 | Supply and stacking of Clerodendrum splenens plant of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. (9.5 page- 394) |
| 68 | GROUND COVER PLANTS:- Providing and Displaying of Duranta Golden plant, having ht.15 to 20 cm bushty shape plant with fresh and healthy leaves in 15 cm size of Earthen Pot /Plastic Pot & as per direction of the officer-in-charge. (6.12 page- 345) |
| 69 | Providing and stacking of Ficus long Island of height; 15 cm to 20 cm, full of branches and foliage in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. (6.12 page- 345) |
| 70 | Providing and Displaying of Syngonium variegated plant, of height 30-45 cm. with 2-3 suckers healthy foliage in Earthen Pot/Plastic Pot of size20 cm. as per direction of the officer-in-charge. (6.28 page- 348) |
| 71 | Filling of 12mm aggregate in soak pit/ Soak Pit Filling/ Soat pit filling-brick bats |
| 72 | R C.C. M-25 grade with 20mm and down grade b.h. granite C.B. chips of approved quality from approved quarry including watering, curing, cost, carriage, royalty & taxes of all materials and labour, T&P etc complete. Septic Tank Soak Pit |
| 73 | Providing M.S. reinforcement for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost and carriage of steel. etc. complete. Total concrete qty |
| 74 | Brick work with K.B. bricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ± 8 percent in cement mortar (1:4) in foundation and plinth (AR-2006 sino-3, pg-71) 230mm wall Septic Tank Baffle Tank Soak Pit |
| 75 | Supplying and fixing 500 mm dia C.I cover (medium duty) without frame for manholes. Weight of the cover not less than 58 kg. (D.S.R-19.18.2,PG NO-1803) |
| 76 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method; prescribed in IS: 2800 (part 1), 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 level400 mm dia bore from GL to 30 m below GL |
| 77 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method; prescribed in IS: 2800 (part 1), 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 400 mm dia bore from 90m to 160m and beyond below GL |
| 78 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all: complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia |
| 79 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia |
| 80 | 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 |
| 81 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge |
| 82 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). |
| 83 | Development of tube well in accordance with IS: 2800 (part 1) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories: etc., all as per requirement and direction of Engineer-in-charge. |
| 84 | Transportation and erection of drilling plants, developing equipments & all other required tools and M/C by and suitable mechanical means Including all cost of loading, unloading, placing at: work site and back after completion of work as per S/D of E/I |
| 85 | Providing and fixing brass full way 100 mm dia valve with C.I. wheel of approved make, tested to: ja pressure of 21 kg/sqcm. |
| 86 | Providing and fixing 100 mm dia gunmetal non return valve of approved make tested 21 kg/sqcm. |
| 87 | Providing and fixing Gl pipe (heavy duty) confirming to IS 1239 with special fittings in external works including earthwork, excavation in all kind of soil including refilling, painting pipes & fitting with two coats of anti corrosive paint complete and all as directed by Engineer-in-Charge. |
| 88 | Providing and filling sand all around Gl pipe in cum external work |
| 89 | Providing and installing submersible pump suitable for 8\\"dia casing of bore with SS impeller, high tensile SS shaft, copper wound squirrel cage wet type induction motor 2880 rpm, 415 V, 50 Hz, 3 Phase AC supply, conforming to IS: 8034-1976, capacity 100 litre per minute at 70-120 m head; along with adireclty coupled submersible type squirrel cage electric induction 2.5 HP motor suitable for operation on 400 V, 3 phase, 50 c.p.s AC supply, water lubricated bearings and provided with pivoted segment type thrust bearings to withstand non-vertical lead with minimum wear and tear and duly fitted with device to take up the expansion of water with heating of motor, including supply, testing and commissioning of electrical panel from the same manufacturer, complete with all accessories in all respects. The contractor to obtain approval for model and make of pumpset & suitable Electrical panel after having hield report of fully developed borewell and submit acutal bore strata chart. |
| 90 | BUILDING WATER SUPPLY:- Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, Including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall20 mm nominal outer dia .Pipes. |
| 91 | BUILDING WATER SUPPLY:- Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, Including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal outer dia .Pipes. |
| 92 | BUILDING WATER SUPPLY:- Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, Including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal outer dia .Pipes. |
| 93 | BUILDING WATER SUPPLY:- Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, Including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal outer dia .Pipes. |
| 94 | BRASS FITTINGS:- Fixing of Brass or gun metal gate full Way valve with conforming to IS:781-1995 of the following nominal sizes with wheel as per specification complete. 32 mm nominal bore |
| 95 | BRASS FITTINGS:- Fixing of Brass or gun metal gate full Way valve with conforming to IS:781-1995 of the following nominal sizes with wheel as per specification complete. 40 mm nominal bore |
| 96 | BRASS FITTINGS:- Fixing of Brass or gun metal gate full Way valve with conforming to IS:781-1995 of the following nominal sizes with wheel as per specification complete. 50 mm nominal bore |
| 97 | Fxing of Brass ball valve (Horizontal plunger type) conforming to IS 1703-1977 as per specification complete: 15 mm nominal bore |
| 98 | 25 mm nominal bore |
| 99 | Providing and fixing gun metal non- return valve: of approved quality (screwed end): 65 mm Nominal bore Horizontal |
| 100 | Providing and fixing gun metal non- return valve: of approved quality (screwed end): 80 mm Nominal bore Horizontal |
| 101 | ixing of Water Meters (Bulk Type) conforming to IS:2373-1981 Vane Wheel type meter or Helical type meter or water meter Dry Dial type or water meter Wet Dial type with double flanged ends for the following nominal diameter as per specification complete 180 mm dia nominal bore |
| 102 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm; size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 180x150 mm size P typeWith Sewer bricks conforming IS: 4885 |
| 103 | Fixing water closet squatting pan (Indian type W.C Pan) confirming to 15 2556: Part 3-2004 duly embeded in cement concrete 1:4:8 using hard granite metal 4cm nominal size all complete as per specification. White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 104 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and lid |
| 105 | Fixing Flat back Small urinal confirming to 15 2556: Part 6-1996 Including connecting the urinal of size 31.5x26.5x44 cm sizes respectively with wash pipe by means of white lead mixed with chopped hemp etc all complete as per specifications. One uru\inal basin with 5 ltr white cPVC automatic flushing cistern |
| 106 | Providing and fixing wash basin with C.L. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of 19 standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:wash basin with hole (550x400) |
| 107 | Providing and fixing wash basin with C.L. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of 19 standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: CI bracket for wash basin |
| 108 | Providing and fixing wash basin with C.L. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of 19 standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: fixing of pedestal for wash basin |
| 109 | Providing and fixing wash basin with C.L. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of 19 standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 115 mm nominal bore |
| 110 | Installation testing and commissioning of Health Nos faucet of approved make & model. |
| 111 | Providing and fixing Stainless steel jali grating with Nos hole of floor / nahani trap of self cleaning design including 100 mm dia UPVC grating, joining, embedding in concrete etc. complete rate to include making of opening in floor, marble / tiles, for fixing grating |
| 112 | Providing and fixing on wall face unplasticised Rigid PVC soll, waste and rain water pipes conforming to 15: 13592 Type A, including jointing with seal ring conforming to 15: 5382, leaving 10 mm gap for thermal expansion, (1) Single socketed pipes 110 mm |
| 113 | PLASTIC OVER HEAD TANK 1000LTR Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysSep 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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