Housing Urban and Rular Development Government Departments Closing in 1 days TDR #56452573

Tender For Construction Of New G.E.D (R&B) Sub-Division Office At Jharsuguda In The District Of Jharsuguda For The Year 2025-26

Issued by Government Departments · Jharsuguda, Odisha
Tender Value
1.12 Crore
Estimated cost
Bid Submission
29 Jul 2026
1 days left
EMD
1.12 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Jharsuguda → Odisha
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction Of New G.E.D (R&B) Sub-Division Office At Jharsuguda In The District Of Jharsuguda For The Year 2025-26

BOQ

Name of Work:- CONSTRUCTION OF NEW G.E.D (R&B) SUB-DIVISION OFFICE AT JHARSUGUDA IN THE DISTRICT OF JHARSUGUDA FOR THE YEAR 2025-26
Sl. No. Item Description
1Earth work in excavation of foundation trenches in all type of soil including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site within 50m initial lead & 1.5m initial lifts with sundries & T&P required for the work complete including cost of all labour,labour cess,T&P,sundries etc. as directed by the Engineer in charge.
2Supplying, filling in foundation and plinth with sand in 22.5 cm (9”) thick layers including watering and ramming with cost, conveyance, royalties and taxes of sand with labour and T&P required for the work etc. complete (Measurement will be taken on finished compacted section only). as per the specification and direction of Engineer-In-Charge.
3Filling area with excavated earth materials including labour, conveyance, loading and unloading, taxes, royalties, sundries, tools and plants etc. complete as per the driection of the Engineer in Charge.
4Conveyance of excavated earth materials by mechanical means including 5km lead complete including all labour, materials & royality etc. complete as per direction of EIC.
5Providing and laying of Cement Concrete of grade 1: 3 :6 (1cement : 3 sand : 6 graded stone aggregate of size 25mm to 40 mm hard granite crusher broken metal ) , mixing in concrete mixer ,lowering and compacting in proper thickness , watering & curing for the required period .including all cost of labour ,material, conveyance,all taxes & royalities of materials, T & P etc.complete as per the directions of Engineer-in-charge.
6RCC work M-20 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 N. / Square mm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12 mm. to 20 mm. size black hard crusher broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned (20 mm. size chips not to exceed 25 % ) to be mixed in concrete mixture with approved grade cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days, centring and shuttering and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete in all respect but excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or Tor steel tying the grills and placing in proper position as per direction of the Engineer in charge
7i)Ground Floor
8i)Base Footing
9ii)Plinth beam & Grade beam
10ii)Column
11i)Ground Floor
12ii)First Floor
13iii)Second Floor
14iii)Lintel
15i)Ground Floor
16ii)First Floor
17iii)Second Floor
18iv)chajja
19i)Ground Floor
20ii)First Floor
21iii)Second Floor
22v)Stair
23i)Ground Floor
24ii)First Floor
25vi)Roof Beam
26i)Ground Floor
27ii)First Floor
28iii)Second Floor
29vii)Roof Slab
30i)Ground Floor
31ii)First Floor
32iii)Second Floor
33Straightening bent up or coiled M.S. rod or HYSD steel (Fe-415 / Fe-500), cutting, bending, cranking, hooking, welding or jointing (if required), the M.S. rod or HYSD steel and binding, tying the grills, hoisting, lowering and placing in proper position as per drawing & design required for R.C.C. works including cost, conveyance and taxes of M.S. rod or HYSD steel and binding wires of 18 to 20 gauge and labour with all T&P required for the work etc. complete as per approved drawing and technical specification and as per clause-1600 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.(weight of binding wires will not be considered for payment and payment will be made on weight of M.S. rod or HYSD steel only. Steel bars of only MAJOR INTEGRATED STEEL PLANTS like SAIL, RINL, TATA, JINDAL & SHYAM STEEL, etc. of Fe-415 / Fe-500 grade are to be used in the work & if required original bill of . steel has to be produced by the contractor)
34i)Ground Floor
35ii)First Floor
36iii)Second Floor
37First class Fly ash Brick masonry using bricks of size 23 cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge.
38Fly Ash. brick masonry of size 23 cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with approved grade cement and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge
39i)Ground Floor
40ii)First Floor
41iii)Second Floor
42Fly Ash. brick masonry of size 23 cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:4) with approved grade cement and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge
43i)Ground Floor
44ii)First Floor
45Supplying, fitting & fixing in all floors of M.S. grills, grill gates, M.S. gates, garage door, collapsible gates with top and bottom rails, steel windows, critical frames for windows, stair case and parapet railing made out of M.S Square bar/ flat including stair case hand railing with 40mm. dia G.I.pipe etc. including painting two coats over a coat of redoxide primer as per approved drawing and design with cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge.
46Supplying fitting fixing of Un-plasticcide Poly Vinyl Chloride(UPVC) (FENESTA/NCL VEKA LTD.) Openable Door-60 Series duly Manufactured using UPVC reinforced profiles of 108mm x 45mm x 2.5mm for outer frames and window sash of 39mm x 58mm 2.5mm capable of mounting single galazing system, structurally reinforced with hot dip galvanised up to 50 microns of minimum thickness of 1.5mm perfabricated & welded through fusion welding the window frame shall be with 6mm thick clear thougherned glass of SAINT-GOBAIN make duly fixed with EPDM weathering seal resistance and the system is to be installed using Reinforced Large Coupler at the site using anchor fasteners, silicon rubber sealant, easy glazing/deglazing at site etc., including cost and conveyance of all materials, accessories, labour charges, materials and product conforming to ASTMD 638-14, EN-477-95 and other applicable codes and standards.
47Supplying fitting fixing of Un-plasticcide Poly Vinyl Chloride(UPVC) (FENESTA/NCL VEKA LTD.) Two Track Panel slidind window-60 Series duly Manufactured using UPVC reinforced profiles of 108mm x 45mm x 2.5mm for outer frames and window sash of 39mm x 58mm 2.5mm capable of mounting single galazing system, structurally reinforced with hot dip galvanised up to 50 microns of minimum thickness of 1.5mm perfabricated & welded through fusion welding the window frame shall be with 6mm thick clear thougherned glass of SAINT-GOBAIN make duly fixed with EPDM weathering seal resistance and the system is to be installed using Reinforced Large Coupler at the site using anchor fasteners, silicon rubber sealant, easy glazing/deglazing at site etc., including cost and conveyance of all materials, accessories, labour charges, materials and product conforming to ASTMD 638-14, EN-477-95 and other applicable codes and standards.
48Providing and fixing factory made uPVC white colour fixed glazed windows/ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in- Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.
49Providing 6 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to R.C.C. work after closed deep chipping & slurry treatment including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and taxes of all materials with cost of all labour, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge.
50i)Ground Floor
51ii)First Floor
52iii)Second Floor
53Providing 12mm thick cement plaster in cm (1:6) on the rough surface/ plumbed surface of masonry racking out of joints, scrapping and cleaning the surface and finishing the plastered surface smooth to proper plumbs and level and providing grooves as shown in the drawning including cost of all material, labour, conveyance, loading and unloading, taxes, royalties, sundries, tools and plants etc. complete as per the driection of the Engineer in Charge.
54i)Ground Floor
55ii)First Floor
56iii)Second Floor
57Providing 12mm thick cement plaster in cm (1:4) on the rough surface/ plumbed surface of masonry racking out of joints, scrapping and cleaning the surface and finishing the plastered surface smooth to proper plumbs and level and providing grooves as shown in the drawning including cost of all material, labour, conveyance, loading and unloading, taxes, royalties, sundries, tools and plants etc. complete as per the driection of the Engineer in Charge.
58i)Ground Floor
59ii)First Floor
60Providing 16mm thick cement plaster in cm (1:6) on the rough surface of masonry walls for all floors including racking and joints, scrapping and cleaning the surface and finishing the plastered surface smooth to proper plumbs and level and providing grooves as shown in the drawning including cost of all material, labour, conveyance, loading and unloading, taxes, royalties, sundries, tools and plants etc. complete as per the driection of the Engineer in Charge.
61i)Ground Floor
62ii)First Floor
63iii)Second Floor
64Supplying, fitting & fixing of vitrified industrial floor tile 30x30cm premium grade 8 to 10 mm thick) in floors of approved make laid on 20 mm thick cement mortar (1:4) (1 cement : 4 course sand) and filling joints with slurry including cost of all materials, labour T&P etc required for the work all complete as per direction of the Engineer-in-charge
65i)Ground Floor
66ii)First Floor
67Supplying, fitting & fixing of Vitrified floor tiles of premium grade having thickness 8mm to 10mm confirming to IS 13755 of sizes. 60cm x 60cm coloured/printed series laid on 20 mm thick cement mortar (1:4) (1 cement : 4 course sand) and filling joints with white cement of approved quality including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge (for New Work only )
68i)Ground Floor
69ii)First Floor
70Providing, fitting, fixing vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mm x 600mm Plain (Ivory) of approved make as directed by Engineer-in-charge in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties of all materials all labour,labour cess complete in all respects.
71i)Ground Floor
72ii)First Floor
73Supplying, fitting and fixing Chequered tile flooring in floors of approved make laid on 20mm thick C.M (1:4) & filling joints with white cement of approved quality including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge (for New Work only )
74Supplying, fitting and fixing of stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @0.90mtr. C/C and stainless square pipe barracking of size 32mm x 32mm x 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc. with cost, conveyance, taxes of all materials, labour, T&P etc. required for the complete in all respect.
75Painting two coats to wall with Distempering of approved make & approved shade over a coat of primer to make an even finished surface in all floors and heights to wall surface of approved make and shade including sand papering, applying putty wherever necessary & cost of scaffolding, staging charges with cost, conveyance, cost of all labour,labour cess, T&P etc. complete as per the direction of the Engineer-in-charge.
76i)Ground Floor
77ii)First Floor
78iii)Second Floor
79Wall painting two coats with Antifungal weather coat paint (1st quality) exterior grade of approved make & approved shade over a coat of primer to make an even finished surface in all floors and heights with all scaffolding and staging charges including cost, conveyance, cost of all labours, T & P, sundries etc. as required for the work complete in all respect as per the direction of the Engineer-in-Charge.
80i)Ground Floor
81ii)First Floor
82iii)Second Floor
83Painting two coats with any approved synthetic enamel paint of approved quality shade and make over a coat of Red Oxide priming to new wood work / iron work including cost of the primer and paint, sand papering polishing the surface with cost, conveyance and taxes of all materials and labour with T&P required for the work etc. complete in all respect.
84i)Ground Floor
85ii)First Floor
86iii)Second Floor
87Providing and applying of Pre construction Anti-termite treatment by drilling 12mm dia. holes at distance of 30cm @ junction of wall and floor about 300mm aprt deep enogh to reach the soil below and chemical emulsion (PREMISE, IMIDACHLOPRIED 30.5SC OF BAYER MAKE mixed with 47.5 ltr water) pumped these holes to soak the soil @ 1 ltr soulation of each hole as per manufactures specification and the holes should be pluged with filling materials including cost of all material, labour conveyance and hiring charges of machinaries all taxes as per direction of EIC.
882.5cm (1”) av. thick grading concrete (1:2:2) using 6mm size black hard crusher broken granite chips over roof slab after chipping and chiseling the same and cleaning the surface by brushing laid to proper slope finished smooth to receive tarfelt treatment watering and curing including cost, conveyance, royalties and taxes of all materials with all labour and T&P etc. required for the work complete in all respect in all floors.
89ii)First Floor
90i)Second Floor
91Supplying,fitting & fixing of rain water spout using 100mm dia PVC pipe as per technical specifications (Including cutting hole in brick massonary & fixing the pipe with CM (1:4) including all cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.
92ELECTRICAL WORKRecessed wiring to Light points/fan points/ Exhaust fan/ Call bell in 20mm dia non-metalic flexible Polythine conduit, confir-ming to IS-6946/1973 with 1.5mm² 1.1KV in-sulated, S.C.multistrand HR FR copper wire of ISI marked, confirming to IS-694/1990 and earth continuity in 1.5mm² S/C. Multistrand Cu. wire with Modular switch board of size 150 mmx 200mmx62mm made of 1.22mm thick G.I. Modular Box including provn. of earth screw, painted with one coat of DA grey enamel paint confirming to IS-5133 Part-I 1969 with 3mm thick Modular front cover fixed with steel screw including supply and fixing of 5A.,250V.,Modular switch of ISI marked, confirming to IS-3854/1997 and ceiling rose of ISI marked confirming to IS-371/1999 mounted on C.I. circular box having front Modular cover complete with all accessories and connections. as per direction of Engineer-in-charge. (Make of wire-Finolex/ Anchor/ Havels/V-guard/Polycab/KEI)
93GROUND FLOOR:
94Group-A
95Group-B.
96Group-C.
97FIRST FLOOR:
98Group-A
99Group-B.
100Group-C.
101TERRACE FLOOR:
102Group-A
103Group-B.
104Recessed wiring to 5/6Amps.socket outlet with 2x1.5mm² F.R. PVC Insulated single core multi-strand copper conductor of ISI marked in with 20mm dia non-metalic PVC flexible conduit with 6A. 250V.Modular switch of ISI marked, phenolic laminated sheet suitable size ISI marked Modular box and earthing point with 1x1.5mm2 F.R.PVC insulated single core multistrand copper conductor for loop earthing etc. (Make of wire- Finolex/Anchor/Havels/V-guard/Polycab)
105GROUND FLOOR:
106Group-A
107b) On Existing board.
108FIRST FLOOR:
109Group-A
110b) On Existing board.
111Supplying and fixing of metal box of 180x100x60mm deep (nominal size) on surface or in recess with suitable size of phenolic Modular sheet cover in front including providing and fixing of 3Pin 15/16Amps. modular Socket outlet and 15/16A. Modular switch, connection, painting etc. as required. (for light plugs to be used in non-residential buildings)
112GROUND FLOOR:
113FIRST FLOOR:
114Recessed wiring to submain in following size of FR PVC insulated Single core multistrand copper conductor of ISI marked confirming to IS-694/1900 in 20mm dia non-metalic heavy duty flexible conduit 1.5mm thick alongwith FR PVC insulated S.C.multistrand copper conductor as earth wire as required. (Make of wire-Finolex/ Anchor/Havels/Polycab)
115GROUND FLOOR:
116a) 1x1.5mm2 for inverter wiring.
117b) 2x1.5mm2 + 1x1.5mm2 (Extra wire for Group-b & Group-c)
118c) 2x2.5mm2 + 1x1.5mm2.
119d) 2x4mm2 + 1x1.5mm2.
120e) 2x6mm2 + 1x2.5mm2.
121FIRST FLOOR:
122a) 1x1.5mm2 for inverter wiring.
123b) 2x1.5mm2 + 1x1.5mm2 (Extra wire for Group-b & Group-c)
124c) 2x2.5mm2 + 1x1.5mm2.
125d) 2x4mm2 + 1x1.5mm2.
126e) 2x6mm2 + 1x2.5mm2.
127f) 4x6mm2 + 2x2.5mm2.
128TERRACE FLOOR:
129c) 2x2.5mm2 + 1x1.5mm2.
130Supplying and fixing of Call Bell/Buzzer of ISI marked suitable for AC/DC of Single phase including connections etc. as required.
131GROUND FLOOR:
132FIRST FLOOR:
133Supplying and fixing of Batten holder/B.K. Angle holder of ISI marked including connections etc. as required.
134GROUND FLOOR:
135FIRST FLOOR:
136S/F. of 6Way double door D.Box with 1x40A.DP + 4x6A.-32A. S.P.MCB of Havels/L&T/C&S/Legrand make.
137GROUND FLOOR:
138FIRST FLOOR:
139S/F. of 48\\" 1200mm Usha-BLDC Technic/Havels-Efficiency Neo (2Star)/C.G.-Energy Greave with replacement warrantee will be 4 Years with regulator make:
140GROUND FLOOR:
141FIRST FLOOR:
142S/F. of 300mm Vantilator/Exhaust fans of Orient-300 mm Spring Air/USHA Aeroclean 300MM Goodbye Oil and Dust Metal Exhaust Fan for Kitchen(Metallic Grey)/Havels-Ventil Air DSP /Crompton-Drift Air Plus make.
143GROUND FLOOR:
144FIRST FLOOR:
145S/F. of 20Wt. LED Tube light fittings of Havels-LUMILINE NEO/Crompton-20Wt. Laser Ray make:
146GROUND FLOOR:
147FIRST FLOOR:
148TERRACE FLOOR:
149S/F. of 63A. Cubicle Panel board made out of 16SWG C.R.C.A. Sheet with powder coats & following items: a) 63A. 25kA.. 4Pole MCCB of Havels/L&T/C&S/ Siemens/
150make:- 01 No. (b) Suitable size of Bus Bar complete:- 01 No. (C) 63A. D.P. MCB of Havels/ L&T/C&S/Legrand make:-04 nos. (d) 40A. D.P. M.C.B. of Havels/L&T/ C&S/ Legrand make:- 04 Nos. (d) Digital Volt meter, Ammeter, RYB indicators, CT Coils, Selector Switch etc.:- 01 Set. (e)) The panel board is to wired with suitable size of Cu. strips which are to be taped with different colours & Cu. F.R.L.S. wire of different colours. (f) The panel board is to fitted with MS frame on floor with C.C. work & M.S.nuts & bolts.
151GROUND FLOOR:
152S/F. of 63A. 415V. TPN Main Switch of Havels/ L&T/ C&S make including all accessories & connections.
153FIRST FLOOR:
154S/F. of 63A. 415V. TPN Main Switch of Havels/ L&T/ C&S make including all accessories & connections.
155S/F. of 63A. 415V. 4Way Copper Bus Bar of Havels make including all connections.
156FIRST FLOOR:
157S/F. of 13.5/10Wt. LED B.H. fittings of Havels-Ellipse Neo Hexa/Bajaj-10Wt. WEE PLUS LED/C.G.-STUD - LBHP-10-CDL make.
158GROUND FLOOR:
159FIRST FLOOR:
160TERRACE FLOOR:
161S/F. of 45Wt. Surface mounting light of Havels make-PLUTO PANEL (SURFACE)/Bajaj/C.G. LED 2x2 LED fittings.
162GROUND FLOOR:
163FIRST FLOOR:
164TERRACE FLOOR:
165S/F. of 18Wt. LED Recess/Surface mounting down lights of Havels-Trim Cosmo Surface Round/Bajaj-SLEEK SURFACE LED make.
166GROUND FLOOR:
167FIRST FLOOR:
168S/F. of Standard earthing confirming to IS-3043/1987 including S/F. of 38mm/40mm dia heavy duty G.I. pipe 3mtr long confirming to IS-1239/Part-I/1990. The pipe shall have 12mm dia perforated holes at 15cm interval centre to centre upto 2.5mtr height from the bottom to upper end threaded and fitted with 38mm/40 mm dia G.I. flange with Provision of holes for making connections of earth continuity wire, complete with masonary works, for earth pit chamber and S/F. of C.I. hinged top cover 30x30x1cm size.
169GROUND FLOOR:
170FIRST FLOOR:
171Supply & Laying of No.8 G.I. wire for extension of Earth continuity (To be run from Gr. Floor to 1st. Floor)
172S/F. OF 2500VA U.P.S. of Microtek/Livfast make with double Tubular Battery of Exide-FE01 6EL TUBULAR- 200AH/ MXTT 2466 210AH 200AH/Luminus-UCTT 25066 12V make. (G.F. + F.F.)
173GROUND FLOOR:
174FIRST FLOOR:
175S/F. of 32A. D.P. MCB Protected plug & socket with plastic cover of Havels/L&T/ C&S make including all connections. (For A.C.Machines)
176GROUND FLOOR:
177FIRST FLOOR:
178S/F. OF 1.5Ton 5 Star DUAL Inverter Super Convertible 6-in-1 Cooling ADC Sensor HD Filter with Anti Virus protection with 100% Copper Tubes with Ocean Black Protection Split type A.C.Machine of LG make.
179GROUND FLOOR:
180FIRST FLOOR:
181Installation charges of Split type A.C.Machines.
182GROUND FLOOR:
183FIRST FLOOR:
184S/F. OF 4KVA Voltage Stabilizer of Microtek/ Autotake/ V-guard make.
185GROUND FLOOR:
186FIRST FLOOR:
187S/F. of Angle frame for Outdoor unit of A.C.Machines.
188GROUND FLOOR:
189FIRST FLOOR:
190S/F. of 32A. D.P. MCB on M.S.Box with bakelite front cover including all connections.
191TERRACE FLOOR:
192P.H WORKProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes conforming to IS:15778, 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
19320mm dia C - PVC pipe (Ashirbad/Supreme/Astrol/Ori Plast)
194Ground Floor
195First Floor
19625mm dia C - PVC pipe (Ashirbad/Supreme/Astrol/Ori Plast)
197Ground Floor
198First Floor
19932mm dia C - PVC pipe (Ashirbad/Supreme/Astrol/Ori Plast)
20040mm dia C - PVC pipe (Ashirbad/Supreme/Astrol/Ori Plast)
201Supplying all materials, labour T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all joiniting materials including cost & conveyance of all materials to worksite, payment of taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge.(Cera Make/ Jaquar Make/ Plaza Make/Hindwrer Make)
20215mm dia CP angle stop cock(FLR-ACR-5053N)
20315mm dia CP two way bib cock(FLR-CHR-5041N)
20415mm dia CP Pillar cock (Con-CHR-011KN Jaquar make)
20520mm dia CP consealed stop cock(Con-CHR-083KN Jaquar make)
20625mm dia brass full way valve (Shakti make)
20732mm dia brass full way valve (Shakti make)
20840mm dia brass full way valve (Shakti make)
20915mm dia CP Health faucet (Con-ALD-MCH-573 Jaquar make)
21015mm CP Extension piece
211125mm CP grating
21215mm size C.P. flange
213Supplying all materials , labour, T&P and fixing rotational moulded polyethylene cylindrical vertical water storage tanks conforming to IS:12701/1996 including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jam nuts, fixing ball valve etc. including hoisting upto a height of 5 metres above ground level and placing the tank to the required position and providing 5.40 mtr. lengthx0.25 mtr width KB brickwork in cement mortar (1:6) of 0.46m height in staging and 0.13mtr thick circular protection wall of 0.46mtr height to support the tank,12mm thick cement plaster in cement mortar (1:6) over brick work, RCC slab of size 1.60mX1.60m and 0.10m thick ,RCC beam of 0.25mx0.30m and 3.40m average length in cement concrete (1:2:4) using 12mm size crusher broken hard black granite chips and required steel reinforcement including centering and shuttering,watering,curing ,cost of all materials,conveyance of all materials to worksite , payment of royalty, all taxes etc.all complete as per approved drawing , P.H. specification and direction of Engineer-in-charge
2142000 liters capacity PVC water storage tank roof of 1st floor
215supplying all materials, labour, T&P and cutting holes through existing brick work including making good the damages in cement mortar (1:4) for taking G.I. Pipes and fittings/ P.V.C. pipes and fittings including watering, curing, cost & conveyance of all materials to worksite, payment of royality, taxes etc. all complete as per direction of Engineer-in-charge.
216Ground Floor
217First Floor
218Supplying all materials , labour, T&P and cutting holes in RCC floors and roofs upto 19cm thick for passing P.V.C pipes and G.I fittings etc. , and repairing the holes after insertion of pipe etc. with cement concrete (1:2:4) including finishing complete so as to make it leak-proof as per P.H. specification and direction of Engineer-in-charge
219Ground Floor
220First Floor
221Supplying all materials, labour, T&P and cutting grooves in pucca floors and walls for taking G.I./P.V.C. pipes and making good the damages including watering , curing , cost & conveyance of all materials to worksite, payment of royality, taxes etc all complete as per direction of the Engineer-in-charge.
222Ground Floor
223First Floor
224Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches , cost & conveyance of all materials to worksite, payment of taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge.
225110mm U-PVC SWR Pipe (Ori Plast/Finolex/Supreme Make Type-B)
226110mm U-PVC ‘P’ Trap(Ori Plast/Finolex/Supreme Make)
227110mm U-PVC door bend(Ori Plast/Finolex/Supreme Make)
228110mm U-PVC Plain bend(Ori Plast/Finolex/Supreme Make)
229110mm U-PVC offset without ear(Ori Plast/Finolex/Supreme Make)
230110mm U-PVC Cowl(Ori Plast/Finolex/Supreme Make)
231110mm U-PVC S/Jn door(Ori Plast/Finolex/Supreme Make)
232110mm U-PVC Plain tee(Ori Plast/Finolex/Supreme Make)
233110mm U-PVC D/Jn door(Ori Plast/Finolex/Supreme Make)
234110mm U-PVC Door tee(Ori Plast/Finolex/Supreme Make)
235110mm U-PVC Socket(Ori Plast/Finolex/Supreme Make)
236Supplying all materials, labour T&P and and fixing 12.50 liters/10 liters capacity low level flushing cistern with a pair of cast iron or M.S. brackets complete with fittings such as siphonic arrangements 15mm nominal size brass/pvc ball valve with polythene float CP brass handle,unions and couplings for connection with inlet, outlet and overflow pipes, 32mm dia CP long flush bend, 15mm dia pvc inlet connection pipe including cutting holes and making good the same and connecting the flush bend with cistern and closet and connceting the inlet pipe with suupply main , cost & conveyance of all materials to worksite, payment of taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge(Cera Make/ Jaquar Make/ Plaza Make/Hindwrer Make)
23710 ltr. Capacity pvc L.L. cistern with 32mm. Dia CP long flush bend ( Slimline-white-Parryware make )
238Supplying all materials, labour, T&P and fixing glazed earthenware squatting plate of size 600mmx350mm with integral longitudinal flushing pipe including embedding the plate in 25mm cement mortar (1:8) laid over 150mm cement concrete (1:5:10) using 40mm hard granite metal all complete as per specification and direction of the Engineer in charge(Cera Make/ Jaquar Make/ Plaza Make/Hindwrer Make)
239Supplying all materials,labour,T&P and fixing Flat back lipped wall (Mini stall urinal -630mmx180mm) urinal of the following sizes including connecting the urinal with 32mm. dia pvc waste pipe 910mm. long by means of white lead mixed with chopped hemp, fixing 32mm. dia CP dome waste, 15mm. dia CP spreader including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc. all complete as per specification and direction of the Engineer in charge Half stall urinal(Cera Make/ Jaquar Make/ Plaza Make/Hindwrer Make)
240Supplying all materials, labour, T&P and fixing the following vitreous china Wash Down Water Closet(European type W.C. pan)with integral 'p' or 's' trap to the floor with wooden plug and chromium plated pedestal screws including jointing the trap with soil pipe in cement mortar (1:1) fixing plastic seat and cover for wash down water closet with chromium plated brass hinges and rubber buffers including polishing , cost & conveyance of all materials to worksite, payment of royality, taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge(Cera Make/ Jaquar Make/ Plaza Make/Hindwrer Make)
241European water closet with 'p' trap plain(Hindware/Parryware/Neycer make)
242One piece commod(Hindware)ELEMENT Cat No.92084.
243Supplying all materials, labour T&P and fixing wash basins with hole for pillar taps with cast iron or M.S.brackets painted white including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc, fixing pedestal for wash basin recessed at the back for the reception of pipes and fittings, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete, fixing pillar taps capstan head screw down high pressure lettered 'Hot' and 'Cold' with long screws, shanks and back nuts of 15mm dia nominal bore, fixing 15mm dia PVC inlet connection pipe and making connection with pillar cocks and supply mains for wash basin, fixing 32mm dia CP brass waste, cost & conveyance of all materials to worksite, payment of taxes etc. all complete as perP.H specification and direction of the Engineer-in-charge(Cera Make/ Jaquar Make/ Plaza Make/Hindwrer Make)
244Halfpedestal basin(560x450)Hindware No.91049+91115
245Supplying all materials, labour, T&P and fixing standard sized CP towel rail complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge
246Towel ring
247Supplying all materials, labour, T&P and fixing standard sized glass-shelf with CP brass brackets and guard rail complete fixed to wooden plugs with CP screws as per specification and direction of Engineer in charge.
248600mmx125mm plate glass shelf with CP/NP guard rails.
249Supplying all materials, labour, T&P and fixing mirror of superior glass mounted on 6mm.thick A.C. sheet or ply wood sheet and fixed to wooden plugs with CP screws and washers complete as per specification and direction of Engineer in charge.
250600mmx450mm size B.E mirror (swivelled type)
251Supplying all materials, labour, T&P and fixing CP soap holder complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge
252CP soap holder
253Supplying all materials , labour, T&P and cutting holes through existing brick or laterite masonry wall for taking U-PVC pipes and fittings including making good the damages etc. all complete as per P.H. specification and direction of Engineer-in-charge
254Supplying all materials , labour, T&P and cutting of RCC chajja for taking HCI or U-PVC pipe and fittings including making good the damages etc. all complete as per P.H. specification and direction of Engineer-in-charge
255Supplying all materials ,labour ,T&P and constructing Inspection Chamber of inside size 760mmx760mmx460mm with cement concrete (1:3:6) using 40mm size crusher broken hard black granite metal on bed , KB brick work in cement mortar (1:6) in foundation and plinth, moulding and shaping the channel inside and benching with cement concrete (1:2:4) using 12mm size crusher broken hard black granite chips, 12mm thick cement plaster (1:3) with cement punning to inside, cement flush pointing (1:3) to outside, R.C.C cover slab (1:2:4) using 12mm size crusher broken hard black granite chips with R.C.C man hole cover, earth work in excavation in all kinds of soil and refilling the cavity around the chamber including watering,curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc.all complete as per approved drawing, P.H specification and direction of Engineer-in-charge
256Inside size 76cmx76cmx46cm with 18” dia RCC MH cover
257Supplying all materials ,labour ,T&P and constructing gully trap chamber of inside size 250mmx250mm with 8cm thick RCC precast cover slab in cement concrete (1:2:4) mix using 12mm size crusher broken HG chips, foundation concrete (1:4:8) using 40mm size crusher broken HG metal on bed and around trap, KB brick work in cement mortar (1:6) in foundation and plinth and inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mmx100mm size HCI gully trap, 150mmX150mm size CI grating etc.all complete as per drawing, specification and direction of Engineer-in-charge
258Supplying all materials labour T&P filling sand in lavatories well watered and rammed including lead of materials to work site.
259Supplying all materials, labour, T&P and providing cement concrete ( 1:4:8 ) with 4cm size crusher broken hard granite metal including watering, curing, cost of all materials,conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge
260Supplying all materials, labour, T&P and providing cement concrete ( 1:2:4 ) with 12mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge
261Ground Floor
262First Floor
263Supplying all materials, labour, T&P and providing and fixing ceramic tiles in floors, treads or steps and landing on 25mm thick bed of cement mortar (1:1) ( 1 cement : 1 sand ) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including watering, curing,cost of all materials, conveyance of all materials to work site , payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge ( ceramic floor tiles of premium grade having thickness 7mm to 8mm conforming to IS 13755 of size Kajaria/Somany/Johnson tile 60cmx60cm special printed series to be pre-approved by the Engineer-in-charge )
264Kajaria/Somany/Johnson tile 60cmx60cm
265Ground Floor
266First Floor
267Supplying all materials,labour,T&P and providing 12mm thick cement plaster(1:4) on brick work including watering,curing,cost of all materials, conveyance of all materials to worksite,payment of royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer-in-charge.
268Ground Floor
269First Floor
270Supplying all materials, labour, T&P and providing and fixing porcelain glazed tiles in dado skirting on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including watering, curing,cost of all materials, conveyance of all materials to work site , payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge( ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm conforming to IS 13753 of size Kajaria/Somany/Johnson tile 6cmx30cm special plain / printed series to be pre-approved by the Engineer-in-charge )
271Kajaria/Somany/Johnson tile 60cmx30cm
272Ground Floor
273First Floor
274Factory made single leaf Solid WPC (Wood polymer) composite door shutter of 25mm thickcompacted with wood grain finish structural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material, The material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centre's standards and specifications and the door shutters Conforming to relevant I.S.specification. The finish of door shutter will be plain colour white/ Ivory/ Beige/ Light grey/ Mahogany/ Teak wood or any other colour using high quality pigments. Three heavy whight mild steel butt hinges type-I(ISI marked) size 100mm are to be fitted on one side of shutter.
275Factory made Solid WPC door frame of size 95mmx55mm fabricated .The door frame consist of four segments which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screw. The WPC frame shall be provided with The material and process for manufacturing the door frames shall conform to Relavent I.S.specification. The finish of door frame will be plain colour white/ Ivory/ Beige/ Light grey/ Golden brown/Mahogany/ Teak wood/sand stone/Champagne/Pastel blue or any other colour using high quality pigments complete in all respect as per specification and direction of the Engineer in charge
276Supplying all materials, labour, T&P and providing fitting and fixing (Aqua guard) pure chill 80 PSS UV of size 750 x 570 x 1350mm hight with water storage capacity 80 liter's along with 2 noa of faucets 1 for cold water and 1 for normal water including a flow of 1.5 ltr per munite etc all complete as per approved drawing , specification and direction of the Engineer in charge
277Aqua guard pure Chill 80 PSS UV
278Supplying all materials, labour, T&P and laying in trenches (to level or slope) unplasticized P.V.C. pipe conforming to IS 4985/2000 of the following out side dia for class- 3 (0.60mpa ) including jointing with supply of approved solvent cement by non-heat application method/as per manufacture's specification, provoding and laying in trench cement concrete (1:4:8) with 40mm size hard granite metal in the type C-1 standard bedding surrounding or encasing including concrete for bedding and curing etc all complete as per P.H. specification and direction of the Engineer in charge
279100mm dia P.V.C. pipe
280150mm dia P.V.C. pipe
281Supplying all materials labor T&P and constructing MH chamber of sizes earth work in excavation in all kinds of soil CC(1:1:8) with black granite chips size 46mm brick work with K.B. brick having crossing strength not less than 75 Kg /CM2 to 90 Kg/CM2s in CM(1:6)12mm C.P(1:8) inside MH chamber over benching with cement slush pointing (1:3)outside the MH chamber providing painting MS or CI step iron RCC(roof of slab with CC(1:2:4)with black granite chips size 12mm bending binding tying the grills placing of the reinforcement providing RCC color of required size refilling the cavity around the MH chamber with excavated earth including channeling the bed of MH etc all complete as per PH specification.
282MH size 0.91m x 0.91 m with 0.45 m (18” dia RCC Cover )
283Supplying all materials labour T&P and constructing 1.40m dia x 2.00 m deep soak way pit with dry brick having crossing strength not less than 75Kg/CM2 to 99Kg/CM2 in CM(1:6) for the remaining 0.4572mm height of wall at top CC(1:3)inside and outside inside fill with dry brick khoa size 38mm ,CM thick RCC perforated slab to a height of 1.9012m from bottom covered by means of 50mmthick RCC wall cover in pieces filled with iron plugs including earth work in excavation refilling of cavity around the pit and painting the iron works complete as per PHD design and specification including carriage of all materials to site.
2841 no 50 users RCC septic tank
285Earth work in excavation of foundation in all kinds of soil within 50m initial lead and 1.5m initial lift including rough dressing & breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth and as per direction of the Engineer-in-Charge.
286Extra lifts of 1.50 mtr or part thereof over the initial lift of 1.5 mtr in all kinds of embankments and road works and ordinary earthwork in general.
287Supplying all materials, labour, T&P and providing shoring and shuttering foundation trenches, pits etc with close wooden planks or sheets shuttering etc all complete as per direction of the Engineer in charge.
288Supplying all materials, labour, T&P and filling in foundation and plinth with sand well watered and rammed including conveyance of all materials to worksite, payment of royalty, taxes etc.all complete as per direction of the Engineer in charge.
289Supplying all materials, labour, T&P and providing cement concrete (1:3:6) with 4cm size hard granite metal including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
290Supplying all materials, labour, T&P and providing 6mm thick cement plaster (1:4) on RCC work including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
291Supplying all materials, labour, T&P and providing cement punning including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
292Supplying all materials, labour, T&P and providing rigid and smooth centering and shuttering for R.C.C works including false work and dismantling them after casting including conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
293R.C.C beams,columns,girder and bressmer etc.
294Supplying all materials, labour, T&P and 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, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
295Supplying all materials, labour, T&P and providing cement concrete (1:1.5:3) with 12mm size hard broken granite chips for R.C.C works including hoisting, laying, watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
296Supplying all materials, labour, T&P and providing cement concrete (1:2:4) with 12mm size hard broken granite chips including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
297Supplying all materials, labour, T&P and providing 12mm thick cement plaster (1:4) on brickwork including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
298Supplying all materials, labour, T&P and providing brick work with K.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:4) including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
299Supplying all materials, labour, T&P and making MS step iron in 20mm diameter MS steel bars and fixing into walls of man hole/septic tank duly embedded in cement concrete (1:3:6) complete as per specification and direction of the Engineer in charge.
300Filling in foundation and plinth with excavated materials, moorum including watering and ramming as directed by the Engineer in charge
30114,000 ltr capacity R.C.C. Under ground sump of in side size (2.80m x 2.80m x 2.0m)
302Earth work in excavation of foundation in all kinds of soil with in 1.5m initial lift including dressing and leveling of bed and breaking the clods and the excavated materials with in 50m initial lead as per direction of Engineer in charge.
303Earth work in excavation of foundation in all kinds of soil with in 1.5m initial lift including dressing and leveling of bed and breaking the clods and the excavated materials with in 50m initial lead as per direction of Engineer in charge with 1st extra lift of 1.50 m over initial laft.
304Supplying all labor T&P & filling foundation and plinth with excavated materials well watered & rammed etc. all complete as per direction of EIC.
305Supplying all materials labour T&P filling sand in foundation and plinth with well watered and rammed etc. all complate. As per direction of ELC.
306Supplying all materials, labour, T&P and providing cement concrete ( 1:2:4 ) with 12mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge
307Supplying all materials, labour, T&P and providing cement concrete (1:1½:3) with 12mm size crusher broken hard black granite chips for RCC works including hoisting, laying, watering, curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc. all complete as per PWD specification and direction of the Engineer in charge.
308Supplying all materials, labour, T&P and providing steel reinforcement of Fe-415 /Fe-500 grade for RCC work including cutting,bending,binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge,cost of steel, conveyance of all materials to worksite, payment of royalty,all taxes etc all complete as per PWD specification and direction of the Engineer-in-charge.
309Supplying all materials, labour, T&P and providing rigid & smooth centering and shuttering for RCC works including false work and dismantling them after casting including conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per specification and direction of the Engineer-in-charge
310RCC floor, roof slab chhaja up to 4.430 m height
311Supplying all materials,labour,T&P and providing 12mm thick cement plaster(1:3) on brick work including watering,curing,cost of all materials, conveyance of all materials to worksite,payment of royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer-in-charge.
312Supplying all materials, labour, T&P and providing cement punning including watering, curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc. all complete as per specification and direction of the Engineer-in-charge
313Construction of 1nos production wells including scientific source finding through consolidated and unconsolidated rock with down the hammer drilling rig or combination rig with PVC pipe and installation of submersible pump set with all acessories
314Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rig or combination rig as required to suit the site condition as per the direction of the Engineer in charge including use of own rig with its accessories, tools and plant and consumables etc for lowering of 200mm/150mm dia G.I/P.V.C/M.S casing pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (G.I/ P.V.C/ M.S casing pipes if required to prevent collapse of overburden is to be provided by the contractor including lowering and withdrawing after completion of the tube well), 200mm dia to 400mm dia in overburden portion including packing of gravel supplied by the contractor for 400mm dia bore only
315Drilling of 200mm dia bore
31600 mtr to 30mtr
31730 mtr to 45mtr
318Drilling of 150mm dia bore
31945 mtr to 180.00mtr
320Lowering the following size of G.I/P.V.C/M.S housing pipes with or without slotted pipes as per the necessity from ground level up to 45.00m depth and fitted and fixed up in perfectly vertical position including cutting and threading of pipes and slotted pipes and supplying and fixing all jointing materials, tools and plant etc all complete and keeping the top of casing pipe threaded including plugging tube wells to prevent entry of foreign materials.
321Lowering of 200mm dia P.V.C casing pipes
32200 mtr to 30 mtrs
32330 mtr to 45mtr
324Supplying polyvinyl chloride pipes as per ASTM-D-1785-89 having threads in accordance with DIN 2999 part-1/DIN-42225 part-II specification length of pipe (laying length) will be 3 mtrs. The pipes shall be supplied with both external and threaded with free socket. The pipe having external thread at one end i.e female and or belled end. The female end having internal thread is to be belled in order to accept the male end while jointing pipes with a bore threading shall be provided with a greave at the roof of the male thread accomodate flexible PVC/Rubber 'O' ring to make the joint water tight colour of the pipe shall be blue. The name of the manufacture along with batch No class of pipe shall be stranded legibly of each pipe length.
325200mm dia PVC (sch-80) pipe
326Supplying all materials, labour, T&P and providing and providing sanitary sealing by cement concrete grouting of annular space around GI/PVC/MS housing pipe upto 5m below ground level (as per drawing) to plug the bore hole excluding cost of cement all complete as per direction of the Engineer in charge. Minimum one metre of casing pipe to be inserted in the bore into the rock at the bottom to ensure sanitary sealing (excluding cost of cement which will be supplied directly by the department)
327Cleaning and developing the tube well with supply of compressor worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour as per direction of the Engineer in charge
328By DTH Rig
329Supplying all materials, equipment, labour & conducting reconnaissance survey, integrated Hydrological and Geophysical (Electrical Resistivity Method) survey & selection of potential source for exploration of Ground Water including selection and recommendation of site for drilling wells in selected locations in any part of Orissa under the following Geological formation:
330Rocky terrain with boulder formation for 300m depth
331Supplying all materials, labour, T&P and providing, fitting and fixing submersible pump with squirrel cage induction type submersible type submersible electric motor to run on 3 phase/1 phase line voltage ranging from 320 volt to 450 volt conforming to IS: 8034/89 with following specifications with suitable control panel, jointing with GI/PVC/HDPE pipes, electrification, testing, commissioning, trial running, conveyance of all materials to worksite, payment of taxes etc all complete as per specification and direction of the Engineer in charge (Texmo/Crompton Greaves/Kirloskar make)
3321 H.P. Single phase/ three phase 3 stage head renge of 20 to 35 mtr with discharge capasity 145 to 110 L.P.M With outlet dia 25 mm (keeping 100% standby)
333DOL Control panel
33440mm dia steel short piece
335Well cap
33650mm size CI bracket
3372.50sqmm flat cable
33820mm dia rigid UPVC pipes
339Steel rope with cover
340Labour charges for lowering including transportation
341Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor HDPE pipes and pipe fittings conforming to IS: 4984/2000 (10kgf/sqcm) of the following nominal bore with clamps and jointing by Fusion welding method including testing, making good the wall, ceiling and floor all complete as per specification and direction of the Engineer in charge
34232mm HDPE pipes (Finolex/Supreme make)
343Rain Water Harvesting System
344Supplying all materials, labour, T&P and fitting and fixing U-PVC, SWR soil waste ventilating pipes and fitting of the following outside diameter conforming to 13592/1992 to walls with nails bobbins and wooden plugs or laying in trenches including with supply of approved rubber lubricant by non-heat application method as per manufactures specification testing earth work in excavation in all kinds of soil and refilling of trenches all complete as per specification and direction of the Engineer in charge.
345110mm U-PVC SWR Pipe (Ashirvad/Supreme Make)
346110mm U-PVC Plain bend (Ori Plast/Finolex/Supreme Make)
347110mm U-PVC Socket (Ori Plast/Finolex/Supreme Make)
348125mm CP grating
349Supplying all materials, labour, T&P and laying in trenches (to level or slope) unplasticized P.V.C. pipe conforming to IS 4985/2000 of the following out side dia for class- 3 (0.60mpa ) including jointing with supply of approved solvent cement by non-heat application method/as per manufacture's specification, provoding and laying in trench cement concrete (1:4:8) with 40mm size hard granite metal in the type C-1 standard bedding surrounding or encasing including concrete for bedding and curing etc all complete as per P.H. specification and direction of the Engineer in charge
350160mm dia P.V.C.
351Supplying all materials labour T&P and constructing 1.40m dia x 2.00 m deep soak way pit with dry brick having crossing strength not less than 75Kg/CM2 to 99Kg/CM2 in CM(1:6) for the remaining 0.4572mm height of wall at top CC(1:3)inside and outside inside fill with dry brick khoa size 38mm ,CM thick RCC perforated slab to a height of 1.9012m from bottom covered by means of 50mmthick RCC wall cover in pieces filled with iron plugs including earth work in excavation refilling of cavity around the pit and painting the iron works complete as per PHD design and specification including carriage of all materials to site.
352Supplying all materials ,labour ,T&P and constructing Inspection Chamber of inside size 760mmx760mmx460mm with cement concrete (1:3:6) using 40mm size crusher broken hard black granite metal on bed , KB brick work in cement mortar (1:6) in foundation and plinth, moulding and shaping the channel inside and benching with cement concrete (1:2:4) using 12mm size crusher broken hard black granite chips, 12mm thick cement plaster (1:3) with cement punning to inside, cement flush pointing (1:3) to outside, R.C.C cover slab (1:2:4) using 12mm size crusher broken hard black granite chips with R.C.C man hole cover, earth work in excavation in all kinds of soil and refilling the cavity around the chamber including watering,curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc.all complete as per approved drawing, P.H specification and direction of Engineer-in-charge
353Inside size 76cmx76cmx46cm with 18” dia RCC MH cover Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56452573
AUTHORITY Government Departments
TENDER VALUE 1.12 Crore
LAST DATE 29-07-2026
Authority
Authority Name Road And Building Department
Work Description Tender for Construction Of New G.E.D (R&B) Sub-Division Office At Jharsuguda In The District Of Jharsuguda For The Year 2025-26
Basic Detail
Tender No CCENC(RANDB) /25/ 2025-26
Bidding Type Tender
Location
City Jharsuguda
State Odisha
Key Dates
Publish Date 14 Jul 2026
Submission Date 29 Jul 2026
Open Date 30 Jul 2026
Finance
Tender Value 1.12 Crore
Tender Fee 10000
EMD 1.12 Lakhs
Exemption Available
Document List
8GED.pdf
BOQ_601393.xls
f2e47f01-4b43-47d8-847a-1dc310120743.html
Tendernotice_1 (10).pdf

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Tender Timeline

Jul 14, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 29, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Jul 30, 2026

Bid Opening Date

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Upcoming · 2 days

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xls

BOQ_601393.xls

html

f2e47f01-4b43-47d8-847a-1dc310120743.html

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Tendernotice_1 (10).pdf

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