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Tender For Construction Of Higer Secondary School Building(New) At Rusuda High School Rusuda Under Bheden Block In The District Of Bargarh For The Year 2025-26

Issued by Government Departments · Bargarh, Odisha
Tender Value
1.22 Crore
Estimated cost
Bid Submission
09 Sep 2026
1 days left
EMD
1.22 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Higer Secondary School Building(New) At Rusuda High School Rusuda Under Bheden Block In The District Of Bargarh For The Year 2025-26

BOQ

Name of Work:- Construction of Higer Secondary School Building(New) at Rusuda High School Rusuda under bheden Block in the district of bargarh for the year 2025-26
Sl. No. Item Description
1Earth work excavation in foundation in all kinds of soil within 50 m initial lead & 1.5 m initial lift including rough dressing & breaking clods to maximum 5 cm to 7 cm & laying in layers not exceeding 0.3 m in depth & as per the direction of the Engineer-in-charge.
2Supplying, filling in foundation and plinth with sand in layers not exceeding 23cum (9\\") thick including watering and ramming with the cost, conveyance, royality, taxes of all materials, labour, T & P required for the Work etc. complete as per specification and direction of the Engineer-in-Charge.
3Cement Concrete of proportion (1:3:6) in foundation and floors using 4cm (3/2\\") size clean hard black broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm(6\\") thick to the required level ramming watering and curring etc. complete including cost and conveyance of all materials with all taxes and royalities and all labour with T & P required for the work etc. complete including dewatering if required as per specification and direction of the Engineer-in-Charge.
4Brick work with Fly Ash Bricks 25 cm x 12 cm x 8 cm size having crushing strength not less than 75 Kg/Cm2 with dimensional tolerance +/- 8 percent in cement mortar (1:6) in Foundation & Plinth etc. complete as per specification and direction of the Engineer-in-Charge. In Foundation
5Brick work with Fly Ash Bricks 25 cm x 12 cm x 8 cm size having crushing strength not less than 75 Kg/Cm2 with dimensional tolerance +/- 8 percent in cement mortar (1:6) in Foundation & Plinth etc. complete as per specification and direction of the Engineer-in-Charge. Ground Floor
6Brick work with Fly Ash Bricks 25 cm x 12 cm x 8 cm size having crushing strength not less than 75 Kg/Cm2 with dimensional tolerance +/- 8 percent in cement mortar (1:6) in Foundation & Plinth etc. complete as per specification and direction of the Engineer-in-Charge. First Floor
7Brick work with Fly Ash Bricks 25 cm x 12 cm x 8 cm size having crushing strength not less than 75 Kg/Cm2 with dimensional tolerance +/- 8 percent in cement mortar (1:6) in Foundation & Plinth etc. complete as per specification and direction of the Engineer-in-Charge. Terrace Floor
8Cement concrete (1:2:4) using 12mm hard granite crusher broken metal including all cost , carriage, royality, taxes, and all labour involved for completion of item of work as per the direction of Engineer- in - charge.
9Providing and laying RCC M-20 grade using 20 mm and downgraded size hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concerete and compacting by using vibrators watering and curring for 4 weeks centering and shuttering and finishing the exposed surface smooth providing grooves of beads where necessary including cost, conveyance, royalities and taxes of all material and labour required for the work etc. complete excluding cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge. work with minimum compressivee strength in work test of 150kg/cm2 in 15cm cum cubes at 28 days cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge. nColumn Base
10Providing and laying RCC M-20 grade using 20 mm and downgraded size hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concerete and compacting by using vibrators watering and curring for 4 weeks centering and shuttering and finishing the exposed surface smooth providing grooves of beads where necessary including cost, conveyance, royalities and taxes of all material and labour required for the work etc. complete excluding cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge. work with minimum compressivee strength in work test of 150kg/cm2 in 15cm cum cubes at 28 days cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge. Plinth Beam
11Providing and laying RCC M-20 grade using 20 mm and downgraded size hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concerete and compacting by using vibrators watering and curring for 4 weeks centering and shuttering and finishing the exposed surface smooth providing grooves of beads where necessary including cost, conveyance, royalities and taxes of all material and labour required for the work etc. complete excluding cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge. work with minimum compressivee strength in work test of 150kg/cm2 in 15cm cum cubes at 28 days cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge. Columns & Beams Ground Floor
12Providing and laying RCC M-20 grade using 20 mm and downgraded size hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concerete and compacting by using vibrators watering and curring for 4 weeks centering and shuttering and finishing the exposed surface smooth providing grooves of beads where necessary including cost, conveyance, royalities and taxes of all material and labour required for the work etc. complete excluding cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge. work with minimum compressivee strength in work test of 150kg/cm2 in 15cm cum cubes at 28 days cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge. Columns & Beams First Floor
13Providing and laying RCC M-20 grade using 20 mm and downgraded size hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concerete and compacting by using vibrators watering and curring for 4 weeks centering and shuttering and finishing the exposed surface smooth providing grooves of beads where necessary including cost, conveyance, royalities and taxes of all material and labour required for the work etc. complete excluding cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge. work with minimum compressivee strength in work test of 150kg/cm2 in 15cm cum cubes at 28 days cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge. Columns & Beams Terrace Floor
14Providing and laying RCC M-20 grade using 20 mm and downgraded size hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concerete and compacting by using vibrators watering and curring for 4 weeks centering and shuttering and finishing the exposed surface smooth providing grooves of beads where necessary including cost, conveyance, royalities and taxes of all material and labour required for the work etc. complete excluding cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge. work with minimum compressivee strength in work test of 150kg/cm2 in 15cm cum cubes at 28 days cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge Lintel Beam Ground Floor
15Providing and laying RCC M-20 grade using 20 mm and downgraded size hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concerete and compacting by using vibrators watering and curring for 4 weeks centering and shuttering and finishing the exposed surface smooth providing grooves of beads where necessary including cost, conveyance, royalities and taxes of all material and labour required for the work etc. complete excluding cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge. work with minimum compressivee strength in work test of 150kg/cm2 in 15cm cum cubes at 28 days cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge Lintel Beam First Floor
16Providing and laying RCC M-20 grade using 20 mm and downgraded size hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concerete and compacting by using vibrators watering and curring for 4 weeks centering and shuttering and finishing the exposed surface smooth providing grooves of beads where necessary including cost, conveyance, royalities and taxes of all material and labour required for the work etc. complete excluding cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge. work with minimum compressivee strength in work test of 150kg/cm2 in 15cm cum cubes at 28 days cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge Chajja Ground Floor
17Providing and laying RCC M-20 grade using 20 mm and downgraded size hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concerete and compacting by using vibrators watering and curring for 4 weeks centering and shuttering and finishing the exposed surface smooth providing grooves of beads where necessary including cost, conveyance, royalities and taxes of all material and labour required for the work etc. complete excluding cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge. work with minimum compressivee strength in work test of 150kg/cm2 in 15cm cum cubes at 28 days cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge Chajja First Floor
18Providing and laying RCC M-20 grade using 20 mm and downgraded size hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concerete and compacting by using vibrators watering and curring for 4 weeks centering and shuttering and finishing the exposed surface smooth providing grooves of beads where necessary including cost, conveyance, royalities and taxes of all material and labour required for the work etc. complete excluding cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge. work with minimum compressivee strength in work test of 150kg/cm2 in 15cm cum cubes at 28 days cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge Roof Slab Ground Floor
19Providing and laying RCC M-20 grade using 20 mm and downgraded size hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concerete and compacting by using vibrators watering and curring for 4 weeks centering and shuttering and finishing the exposed surface smooth providing grooves of beads where necessary including cost, conveyance, royalities and taxes of all material and labour required for the work etc. complete excluding cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge. work with minimum compressivee strength in work test of 150kg/cm2 in 15cm cum cubes at 28 days cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge Roof Slab First Floor
20Providing and laying RCC M-20 grade using 20 mm and downgraded size hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concerete and compacting by using vibrators watering and curring for 4 weeks centering and shuttering and finishing the exposed surface smooth providing grooves of beads where necessary including cost, conveyance, royalities and taxes of all material and labour required for the work etc. complete excluding cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge. work with minimum compressivee strength in work test of 150kg/cm2 in 15cm cum cubes at 28 days cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge Roof Slab Terrace Floor
21Providing and laying RCC M-20 grade using 20 mm and downgraded size hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concerete and compacting by using vibrators watering and curring for 4 weeks centering and shuttering and finishing the exposed surface smooth providing grooves of beads where necessary including cost, conveyance, royalities and taxes of all material and labour required for the work etc. complete excluding cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge. work with minimum compressivee strength in work test of 150kg/cm2 in 15cm cum cubes at 28 days cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge Ground Floor
22Providing and laying RCC M-20 grade using 20 mm and downgraded size hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concerete and compacting by using vibrators watering and curring for 4 weeks centering and shuttering and finishing the exposed surface smooth providing grooves of beads where necessary including cost, conveyance, royalities and taxes of all material and labour required for the work etc. complete excluding cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge. work with minimum compressivee strength in work test of 150kg/cm2 in 15cm cum cubes at 28 days cost and conveyance of M.S. Rod or steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting etc of the M.S. rods or tor steel and tying grills and placing in proper position as per specification and direction of the Engineer-in-charge First Floor
23Straightening bent up or coiled rods cutting bending, cranking, hooking, welding or jointing (if required) the M.S. Rods or Tor steel and binding wires and tying the grills hoisting lowering and placing in proper position as required for RCC works with cost, conveyance and taxes of M.S. Rods or Tor steel and binding wires of 18 to 20 gauge and labour with all T&P required for the work etc. complete in all respect as per specification and direction of the Engineer-in-Charge. (Weight of binding wires will not be considered for payment and payment will be made on weight of M.S. Rods or Tor steel only). Ground Floor
24Straightening bent up or coiled rods cutting bending, cranking, hooking, welding or jointing (if required) the M.S. Rods or Tor steel and binding wires and tying the grills hoisting lowering and placing in proper position as required for RCC works with cost, conveyance and taxes of M.S. Rods or Tor steel and binding wires of 18 to 20 gauge and labour with all T&P required for the work etc. complete in all respect as per specification and direction of the Engineer-in-Charge. (Weight of binding wires will not be considered for payment and payment will be made on weight of M.S. Rods or Tor steel only). First Floor
25Straightening bent up or coiled rods cutting bending, cranking, hooking, welding or jointing (if required) the M.S. Rods or Tor steel and binding wires and tying the grills hoisting lowering and placing in proper position as required for RCC works with cost, conveyance and taxes of M.S. Rods or Tor steel and binding wires of 18 to 20 gauge and labour with all T&P required for the work etc. complete in all respect as per specification and direction of the Engineer-in-Charge. (Weight of binding wires will not be considered for payment and payment will be made on weight of M.S. Rods or Tor steel only). Terrace Floor
26Dressed seasoned sal-wood work framed and fixed (wrougth and put up) in trusses , purlins, frames of doors, windows, ventilator and beams. Ground Floor
27Labour for fitting and fixing of M.S. windows and door shutters and collapsible gate with top and bottom rails in proper position including making holes in walls in proper position including making holes in walls RCC structure and wood work etc. and making good to the damages to walls or RCC structures including mending, or cutting to sizes or grooves in walls and fixing with RCC (1:2:4) with hard black broken granite stone chips of 12mm to 20mm (1/2\\" to 3/4\\") (20mm not to exceed 25% ) with cost, conveyane, royalty and taxes of all materials, labour, T & P articles requried for the work etc complete as per specification and direction of the Engineer-in-Charge.
28Supplying, fitting & fixing of WPC type door for toilet with laminate as per specification including cost of all materials and labour charges.
29Providing 12mm thick cement plaster (1:6) finished smooth to outside brick walls after raking out the joint including watering and curring with cost and conveyancec of all materials and labour with T & P required for the work with all taxes and royalities etc. complete in all respect as per specification and direction of the Engineer-in-Charge. Ground Floor
30Providing 12mm thick cement plaster (1:6) finished smooth to outside brick walls after raking out the joint including watering and curring with cost and conveyancec of all materials and labour with T & P required for the work with all taxes and royalities etc. complete in all respect as per specification and direction of the Engineer-in-Charge. First Floor
31Providing 12mm thick cement plaster (1:6) finished smooth to outside brick walls after raking out the joint including watering and curring with cost and conveyancec of all materials and labour with T & P required for the work with all taxes and royalities etc. complete in all respect as per specification and direction of the Engineer-in-Charge. Terrace Floor
322.5 cm thick A.S. flooring with C.C. ( 1:2:4 ) using 12mm HGCB chips of approved quality from approved quarry incl. hoisting, laying concrete,watering curing,finishing the exposed surface smooth, incl. neat cement punning with cost, conveyance, royalty etc complete.(A/R P/84 Item-02) Ground Floor
332.5 cm thick A.S. flooring with C.C. ( 1:2:4 ) using 12mm HGCB chips of approved quality from approved quarry incl. hoisting, laying concrete,watering curing,finishing the exposed surface smooth, incl. neat cement punning with cost, conveyance, royalty etc complete.(A/R P/84 Item-02) First Floor
34Distempering two coats with approved shade incl. cost of all material, labour and T&P etc. complete. (A/R P/99 Item-22)Ground Floor
35Distempering two coats with approved shade incl. cost of all material, labour and T&P etc. complete. (A/R P/99 Item-22)First Floor
36Distempering two coats with approved shade incl. cost of all material, labour and T&P etc. complete. (A/R P/99 Item-22)Terrace Floor
37Finishing walls with weather coat of approved shade on new work two coats to give an even shade including cost of paint.Ground Floor
38Finishing walls with weather coat of approved shade on new work two coats to give an even shade including cost of paint.First Floor
39Finishing walls with weather coat of approved shade on new work two coats to give an even shade including cost of paint.Terrace Floor
40Painting two coats of enamel paint to new wood work and iron work including cost of 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 as per specification and direction of the Engineer-in-Charge.Ground Floor
41Painting two coats of enamel paint to new wood work and iron work including cost of 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 as per specification and direction of the Engineer-in-Charge.First Floor
42Painting two coats of enamel paint to new wood work and iron work including cost of 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 as per specification and direction of the Engineer-in-Charge.Terrace Floor
43Supplying, fitting and fixing of stainless steel of 304 grade in hand railing using 50 mm dia of 2 mm thick cicrular pipe with balustrade of size 32 mm x32mm x2 mm @ 0.90mtr . C/C an stainless square pipe bracing of size 32 mm x 32 mm x 2 mm in 3 rows in staircase as per aproved design and specification, buffing, polishing etc, with cost ,conveyance, taxes of all materials ,labour T & P etc required for the complete in all respect Ground Floor
44Supplying, fitting and fixing of stainless steel of 304 grade in hand railing using 50 mm dia of 2 mm thick cicrular pipe with balustrade of size 32 mm x32mm x2 mm @ 0.90mtr . C/C an stainless square pipe bracing of size 32 mm x 32 mm x 2 mm in 3 rows in staircase as per aproved design and specification, buffing, polishing etc, with cost ,conveyance, taxes of all materials ,labour T & P etc required for the complete in all respect First Floor
45Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor C-PVC pipes conforming to pipe fittings of the following nominal bore with clamps including making good the wall, ceiling and floor all complete as per specification and direction of the Engineer in charge.Ground Floor 25mm dia C-PVC pipe (Ashirbad/Supreme)
46Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor C-PVC pipes conforming to pipe fittings of the following nominal bore with clamps including making good the wall, ceiling and floor all complete as per specification and direction of the Engineer in charge.In 1st Floor25mm dia U-PVC pipe (Ashirbad/Supreme)
47Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor C-PVC pipes conforming to pipe fittings of the following nominal bore with clamps including making good the wall, ceiling and floor all complete as per specification and direction of the Engineer in charge.In 1st Floor32mm dia U-PVC pipe (Ashirbad/Supreme)
48Supplying all materials, labour, T&P and cutting holes through existing brick work including making good the damages in cement mortar (1:4) for taking GI pipes and fittings/ PVC pipes and fittings etc all complete as per PH specification and direction of the Engineer in charge.250mm thick wall in Ground floor
49Supplying all materials, labour, T&P and cutting holes through existing brick work including making good the damages in cement mortar (1:4) for taking GI pipes and fittings/ PVC pipes and fittings etc all complete as per PH specification and direction of the Engineer in chargeIn 1st Floor
50Supplying all materials, labour, T&P and cutting hole in R.C.C floors, roofs, etc upto 19 cm thick for passing G.I. Pipes / P.V.C pipes and fittings etc and repairing the holes after insertion of pipes etc with cement concrete (1:2:4 ) including finishing complete so as to make it leak proof as per direction of the Engineer in charge. in Ground Floor
51Supplying all materials, labour, T&P and cutting hole in R.C.C floors, roofs, etc upto 19 cm thick for passing G.I. Pipes / P.V.C pipes and fittings etc and repairing the holes after insertion of pipes etc with cement concrete (1:2:4 ) including finishing complete so as to make it leak proof as per direction of the Engineer in charge.In 1st Floor
52Supplying all materials, labour, T&P and cutting grooves in pucca floors and walls for taking GI/ PVC pipes and making good the damages as per the direction of the Engineer in charge. In Ground Floor
53Supplying all materials, labour, T&P and cutting grooves in pucca floors and walls for taking GI/ PVC pipes and making good the damages as per the direction of the Engineer in chargeIn 1st Floor
54Supplying all materials, labour, T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all jointing materials complete as per specification and direction of the Engineer in charge15mm dia CP Long Body Bib cock (Jaquar make)
55Supplying all materials, labour, T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all jointing materials complete as per specification and direction of the Engineer in charge15mm dia CP Short Body Bib cock (Jaquar make)
56Supplying all materials, labour, T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all jointing materials complete as per specification and direction of the Engineer in charge15mm dia CP angle stop cock (Jaquar make)
57Supplying all materials, labour, T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all jointing materials complete as per specification and direction of the Engineer in charge15mm dia CP two in one bib cock (Jaquar make)
58Supplying all materials, labour, T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all jointing materials complete as per specification and direction of the Engineer in charge15mm dia CP Health faucet (Jaquar make)
59Supplying all materials, labour, T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all jointing materials complete as per specification and direction of the Engineer in charge15mm dia CP extension piece
60Supplying all materials, labour, T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all jointing materials complete as per specification and direction of the Engineer in charge15mm dia CP Pillar cock (Jaquar make)
61Supplying all materials, labour, T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all jointing materials complete as per specification and direction of the Engineer in charge25mm dia U-PVC Ball Valve[Metal Ball]
62Supplying all materials, labour, T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all jointing materials complete as per specification and direction of the Engineer in charge32mm dia U-PVC Ball Valve[Metal Ball]
63Supplying all materials, labour, T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all jointing materials complete as per specification and direction of the Engineer in charge125mm dia CP gratings
64Supplying all materials, labour, T&P and fitting and fixing 10 litres 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 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 connecting the inlet pipe with supply main etc all complete as per specification and direction of the Engineer in charge.10 litres PVC L.L. Cistern (Slimline-white)
65Supplying all materials, labour T&P and fitting and fixing UPVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No. 135921992 to walls with nails bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by nonheat application method/as per manufacturers specification testing earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer in charge75mm dia UPVC SWR pipesSupreme/Ashirvad
66Supplying all materials labour T&P and fitting and fixing UPVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 135921992 to walls with nails bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by nonheat application method/as per manufacturers specification testing earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer in charge75mm UPVC plain bend
67Supplying all materials, labour T&P and fitting and fixing UPVC 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 nonheat application method/as per manufacturers specification testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer in charge110mm dia UPVC SWR pipesSupreme Ashirvad
68Supplying all materials, labour T&P and fitting and fixing UPVC 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 nonheat application method/as per manufacturers specification testing earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer in charge110mm UPVC door bend
69Supplying all materials labour T&P and fitting and fixing UPVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 135921992 to walls with nails bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by nonheat application method as per manufacturers specification testing earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer in charge110mm UPVC door Tee
70Supplying all materials labour T&P and fitting and fixing UPVC 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 manufacturers specification testing earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer in charge110mm UPVC DJ with Door
71Supplying all materials labour T&P and fitting and fixing UPVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No. 135921992 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 manufacturers specification testing earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer in charge110mm dia UPVC offset without ear
72Supplying 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 manufacturers specification testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer in charge110mm UPVC plain bend
73Supplying 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 manufacturers specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer in charge110mm U-PVC vent cowl
74Supplying 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 manufacturers specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer in charge110mm dia U-PVC 'P' trap
75Supplying 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 manufacturers specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer in charge110mm dia U-PVC socket plain
76Supplying 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 manufacturers specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer in charge75mm dia U-PVC socket plain
77Supplying all materials labour,T&P and fitting and fixing UPVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No. 135921992 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 manufacturers specification testing earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer in chargePVC Clamp
78Supplying all materials labour T&P and fitting and fixing UPVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No. 135921992 to walls with nails bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by nonheat application method/as per manufacturers specification testing earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer in charge75mm UPVC Door bend
79Supplying all materials labour T&P and fixing vitreous china water closet, squatting pan Indian type W.C pan/Orissa pattern squatting pan conforming to IS:2556-part-3-2004) duly embedded in cement concrete (1:5:10) using 4cm size hard granite metal including fixing a pair of vitreous china 250mm x 130mm x 30mm footrest, fixing 100mm dia HCI P or S trap (with/without 50mm dia horn) for water closet squatting pan including jointing the trap with pan in cement mortar 1:1 cutting the floor and mending good the damages etc all complete as per specification and direction of the Engineer in charge(Nycer,parryware make)580mm size Orissa panHindware/Parryware/Neycer
80Supplying all materials, labour, T&P and fixing bowl pattern urinal including connecting the urinal with waste pipe by means of white lead mixed with chopped hemp etc all complete as per specification and direction of the Engineer in charge.Flat Back lipped wall urinal [Medium] 380x580x350(Parryware/Hindware/Neycer)
81Supplying all materials, labour, T&P and fixing bowl pattern urinal including connecting the urinal with waste pipe by means of white lead mixed with chopped hemp etc all complete as per specification and direction of the Engineer in charge.15mm dia Urinal spreder
82Supplying all materials, labour, T&P and fixing bowl pattern urinal including connecting the urinal with waste pipe by means of white lead mixed with chopped hemp etc all complete as per specification and direction of the Engineer in charge.32mm dia cp wate
83Supplying all materials labour T&P and fixing Wash Down Water Closet European type W.C pan with integral S orP trap to the floor with wooden plug and chromium plated screws including jointing the trap with soil pipe in cement mortar 1:1 etc all complete as per specification and direction of the Engineer in charge.EWC with Seat Cover Parryware Hindware Neycer
84Supplying all materials labour T&P and fixing wash basins with hole for pillar taps conforming to IS:2556 part 4 2004 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 Plaza make 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 Plaza make etc all complete as per specification and direction of the Engineer in charge.550mm x 400mm size W. H. Basin (Parryware/Hindware/Neycer)
85Supplying all materials, labour, T&P and fixing mirror of superior glass conforming to IS:3438-1996 mounted on 6mm thick A.C sheet or plywood sheet and fixed to wooden plugs with CP screws and washers complete as per specification an direction of the Engineer in charge.600mm x 450mm size B.E mirror
86Supplying all materials, labour, T&P and fixing standard sized glass-shelf with CP brass brackets and guard rails complete fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge.450mm x 125mm plate glass shelf with CP guard rails (Plaza/Amber/Aquatic)
87Supplying 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.20mm x 600mm long CP towel rail (Plaza/Amber/Aquatic)
88Supplying 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 CP towel Ring (Plaza/Amber/Aquatic)
89Supplying 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.CP soap holder (Plaza/Amber/Aquatic)
90Providing and laying CERAMIC FLOOR TILES of premium grade and of approved size & shade in flooring on a bed of 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand) finished with flush pointing in white cement & pigment to match the shade of the tiles.Ground Floor
91Providing and laying CERAMIC FLOOR TILES of premium grade and of approved size & shade in flooring on a bed of 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand) finished with flush pointing in white cement & pigment to match the shade of the tilesFirst Floor
92Supplying, fitting & fixing of Ceramic wall tiles of premium grade of size 300x200/200x200mm having thickness 6.5mm to 6.7mm confirming to IS 13753 in dadoes, skirting and risers of steps laid on 12 mm thick cement mortar (1:3) (1 cement : 3 course sand) jointed with slurry mixed with pigment to match the shades of the tiles etc. complete including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge .Ground Floor
93Supplying, fitting & fixing of Ceramic wall tiles of premium grade of size 300x200/200x200mm having thickness 6.5mm to 6.7mm confirming to IS 13753 in dadoes, skirting and risers of steps laid on 12 mm thick cement mortar (1:3) (1 cement : 3 course sand) jointed with slurry mixed with pigment to match the shades of the tiles etc. complete including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge First Floor
94Factory made GIRID FRP or called GRP sandwich composite door shutter of 32mm thick laminated with two GRP skin with good grain finish fabricated using UV stabilised isoppthalic gel coat and one layer of 450 gsm E-glass chopped strand mat (CSM) impregnated with ortopathilic resin The thickness of the skins shall not be less than 1.50mm . Expanded polysryne ( EPS) structural foam panel of 29 mm tickness and a density of 20kg/cu.mts shall be used as core material wooden reinforcements made of sesasoned sal wood block of cross section not less than 28mm x 32mm and also necessary sal wood reinforcements for fitting the metal fittings such as lower bolts ,aldrops, handles etc. shall be provided . A structural adhesive compatible with (EPS)foam shall be used for bending the core material. the sal wood reinforcements and the skin The material and process for manufactuing te door shutter shall conform to RV -TIFAC components design centre's standards and specification and the door shutters tested in conformation to IS 4020-1998. The Finish of door shutter will be plain colour as per specification and direction of the Engineer in Charge. etc. complete
95Factory made FRP( Altematly called GRP) door frame of size 75mm x 100mm fabricated using E - glass chopped strand mat (CSM) U.V stabilised inopathalic Gel coat and impregnated with inopathalic resin The thickness of the GRP skins shall not be less then 2.0 mm . The door frame consists of four segments which are provided with plug in socket arrrangement in-situ-in mould. The segments are plugged in and are joined together by means of srew. The GRP frame shall be provided with wooden reinforcement on six locations for high srew holding capacity for fixing metalic hold fast and shall be consolidated by filling with medium density foam / plaster of paris with fibre reinforcement , six number of 260mm x 25mm x 5mm size 'S' shaped M.S flat hold fast shall be provided with the frame. The material and process for manufacturing the finish of door frame shall conform to RV-TIFAC composites Design centre's standards and specifications . 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 pigment complete in all respect as per specification and direction of the Engineer in Charge. etc. complete
96Supplying all materials, labour, T&P and constructing Gully Trap chamber of the following inside size with 8cm thick R.C.C precast cover slab in cement concrete (1:2:4) mix using 12mm size h.g chips, foundation concrete (1:4:8) using 40mm size hard granite metal on bed and around trap, Fly ash brickwork in c.m (1:6) in F&P 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 C.I grating etc all complete as per approved drawing, specification and direction of the Engineer in charge.Gully Trap chamber (0.25x0.25 inside size)
97Supplying all materials, labour, T&P and constructing Inspection Chamber of the following size with cement concrete(1:3:6) using 40mm size hard granite metal on bed, 1st class Fly ash brickwork in cement mortar(1:6),moulding and shaping the channel inside and benching with cement concrete (1:2:4) using 12mm size h.g chips,12mmthick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside, R.C.C cover slab in (1:2:4) using 12mm size h.g chips with RCC man hole cover, earthwork in excavation in all kinds of soil and refilling the cavity around the chamber including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per approved specification and direction of the Engineer in charge.Inside size 500mm x 500mm x 460mm
98Bore Protection Chamber
99Supplying all materials, labour, T&P and providing Marble partition in urinal with cement mortar 1:1 (1 cement:1 sand) joined with neat cement slurry mixed with pigment to match the shades of the tiles etc all complete as per direction of the Engineer in charge
100Supplying all materials, labour, T&P and providing fitting and fixing (Aqua guard) Pure Chill 80 PSS UV of size 750x570x1350mm height with water storage capacity 80 liters along with 2 nos of faucets 1 for cold water and 1 for normal water including a flow of 1.5 ltr per minute etc all complete as per approved drawing,specification and direction of the Engineer in charge.
101EXTERNAL PH WORK Sinking of 200mmx150mm dia Bore Well through DTH method.- 1No.Labour 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.Drilling of 200mm dia bore 0 to 50.00mtr
1021No.Labour 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.Drilling of 150mm dia bore 50.00 to 150.00 mtr and above
103Labour for lowering the following size of PVC casing pipes with or without slotted pipes as per necessity from ground level upto 300 mtrs depth and fitted and set up in perfectly vertical position including cutting and threading of blank pipes and slotted pipes and supplyinging and fixing of all jointing materials ,extra sockets and T&P etc. all complete and keeping the top of casing pipe threaded including plugging the tubewell to prevent entry of foreign materials. Lowering of 200mm dia PVC casing pipes 0 mtr to 50 mtrs
104Labour for lowering the following size of PVC casing pipes with or without slotted pipes as per necessity from ground level upto 300 mtrs depth and fitted and set up in perfectly vertical position including cutting and threading of blank pipes and slotted pipes and supplyinging and fixing of all jointing materials ,extra sockets and T&P etc. all complete and keeping the top of casing pipe threaded including plugging the tubewell to prevent entry of foreign materials Cost of 200mm dia PVC schedule - 80 pipe
105Cleaning 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
1061.00HP Single Phase Submersible Pump SetSupplying all materials,labour,T&P and fitting and fixing of ISI mark 1.0HP single phase vertical water cool submersible pump set with discharge 1800/2200Lit/Hour & a head-55/70mtr.of reputed make(CRI/ KSB/Texmoor Equivelent) Including cost conveyance and taxes etc. all completes as per P.H. Specification and direction of E.I.C.
107Supplying all materials,labour,T&P and fitting&fixing of 1.0HP single phase vertical submersible pump set with commissioning and testing etc. all completes as per P.H. Specification and direction of E.I.C.
108Supplying all materials,labour,T&P and fitting & fixing of ISI mark DOL starter of reputed make like BCH or equivalent for 1.0HP single phase vertical submersible pump set including all cost conveyance & taxes etc. all completes as per P.H. Specification and direction of E.I.C.
109Supplying all materials,labour,T&P and fitting & fixing of (2.5mm)2 3core copper flat suitable cable having ISI mark of reputed company like BCH/Finolex or equivalent & connecting the pump starter including cost conveyance & taxes etc. all completes as per P.H. Specification and direction of E.I.C.
110Supplying fitting and fixing of plastic rope MS well cover,MS clamp,stainless steel short piece,bend & socket including all cost,taxes etc all complete as perdirection of the E.I.C.
111Supplying fitting and fixing of HDPE Pipes & pipe fittings with making connection to pump set including all cost conveyance and taxes etc all complete as per direction of the E.I.C.
112Supplying all materials, labour, T&P and constructing soakway pit of the following size with dry brick walling from bottom upto invert of inlet pipe and 1st class K.B brickwork in cement mortar (1:6) for the remaining height at top, cement concrete (1:4:8) using 40mm size hg chips on bed, 12mm thick cement plaster (1:4) inside and outside over masonry brickwork, gravel backing in the rear of well steining, RCC cover slab in cement concrete (1:2:4) using 12mm size hg chips fitted with iron lifting handles including earthwork in open well excavation in all kinds of soil and refilling of cavity around the pit & painting the iron works, watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per approved specification and direction of the Engineer in charge .1.20m dia x 2.00m deep soakway pit
113Supplying all materials, labour, T&P and constructing soakway pit of the following size with dry brick walling from bottom upto invert of inlet pipe and 1st class K.B brickwork in cement mortar (1:6) for the remaining height at top, cement concrete (1:4:8) using 40mm size hg chips on bed, 12mm thick cement plaster (1:4) inside and outside over masonry brickwork, gravel backing in the rear of well steining, RCC cover slab in cement concrete (1:2:4) using 12mm size hg chips fitted with iron lifting handles including earthwork in open well excavation in all kinds of soil and refilling of cavity around the pit & painting the iron works, watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per approved specification and direction of the Engineer in charge 1.00m dia x 2.00m deep soakway pit
114Supplying all materials labour T&P and laying in trenches to level or slope unplasticized PVC pipes conforming to IS: 4985 2000 of the following outside dia for class 30.60mpa including jointing with supply of approved solvent cement by non heat application method as per manufacturers specification providing and laying in trench cement concrete 1:4:8 with 40mm size hard granite metal in the Type C1 standard bedding surrounding or encasing including concrete for bedding and curing etc all complete as per PH specification and direction of the Engineer in charge.110mm dia u pvc pipe Haunch top concrete
115Supplying all materials labour T&P and laying in trenches to level or slope unplasticized PVC pipes conforming to IS: 49852000 of the following outside dia for class30.60mpa including jointing with supply of approved solvent cement by non-heat application method/as per manufacturers specification providing 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 PH specification and direction of the Engineer in charge160mm dia u-pvc pipe alround concrete
116Supplying all materials, labour, T&P and Fitting and Fixing of Rotational moulded polythene cylindrical vertical water storage tank of capacity 2000 litre conforming to 12701/1996 including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jamnuts, including hoisting upto a height of 5 mtr above G.L and placing the tank in required position including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
117Supplying all materials, labour, T&P and construction of masonry staging with providing 1st class K.B. Brick work in C.M.(1:6) of 0.46mtr height in staging, 12 mm cement plaster in C.M (1:6), R.C.C. Beam of 0.25mx0.30mx3.18m in C.C (1:1.5:3) using 12mm size H.G.Chips including centering, shuttering, bending and binding of rod etc watering, curring, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
118Construction 1No 30 users Septic tank Earthwork in all kinds of soil in excavation of foundation trenches within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth etc all complete as per direction of the E.I.C. Initial lift upto 1.50m
119Construction 1No 30 users Septic tank Earthwork in all kinds of soil in excavation of foundation trenches within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth etc all complete as per direction of the E.I.C. with addl. Depth of 1.5 m
120Supplying all materials, labour, T&P and filling in foundation and plinth with river sand well watered and rammed including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per the direction of the E.I.C.In ground floor
121Supplying all materials, labour, T&P and providing cement concrete (1:3:6) with 40mm H.G metal including watering, curing and conveyance of all materials to site payment of royalry, taxes etc all complete as per P.H specification and direction of the E.I.C.In ground floor
122Supplying all materials, labour, T&P and providing plain cement concrete (1:1.5:3) with 12mm size H.G chips including watering, curing and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.In ground floor
123Supplying all materials,labour, T&P and providing Brick work with K.B.Brick having crushing strength not less than 75 Kg/CM2 with dimensional tolerence of +/- 8% in C.M including watering, curring, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
124Supplying all materials, labour, T&P and providing cement plaster on brick/stone work including watering,curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
125Supplying all materials, labour, T&P and providing cement punning on plastered surface including watering,curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
126Supplying all materials, labour, T&P and providing rigid and smooth centering and shuttering for RCC work including false work and dismantling then after casting including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
127Supplying all materials, labour, T&P and providing M.S.reinforcements for RCC work including cutting, bending, binding, straightening and tying the grills and placing in position including cost of binding wire 18 to 20 gauge conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
128Supplying all materials, labour, T&P and providing reinforced cement concrete (1:1.5:3) with 12mm size H.G chips including watering, curing and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
129Supplying all materials, labour, T&P and making M.S. Step Iron in 20mm Dia M.S Steel bars and fixing into walls of Manhole/ Septic Tanks duly embeded in C.C(1:2:4) etc all complete as per P.H specification and direction of the E.I.C.
130Supplying all materials, labour, T&P and providing 50mm thick pre-cast R.C.C. baffle wall in R.C.C(1:1.5:3) including reinforcement cage using 12mm size HG chips fitted and fixed in position, finished smooth etc. complete including cutting grooves and mending good the damages etc all complete as per P.H specification and direction of the E.I.C.
131Supplying all materials, labour, T&P and providing 160mm dia P.V.C Tee inside the septic tank including cutting holes and duly embeded in P.C.C(1:1.5:3) using 12mm size HG chips fitted and fixed in position and mending good the damages etc all complete as per P.H specification and direction of the E.I.C.
132Supplying all materials, labour,T&P and providing 12mm thick cement flush pointing in C:M (1:3) to Brick Masonry works including watering curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
133Supplying all materials, labour,T&P and providing 12mm thick cement flush pointing in C:M (1:3) to Brick Masonry works including watering curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
134Recessed wiring to light point/fan point/exhaust point/call bell point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non-metalic PVC flexible conduit with 5 Amp,one way modular switch ISI marked and ceiling rose ISI marked mounted on Modular G.I. box having front bakelite cover of suitable size , MS box with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. ( Make of wire - Polycab/Finolex/ L&T / Anchor / Havells / V Guard/ KEI/ Great White) Modular Type -do- (Gr.A) (1.1.1-1.24.2)
135Recessed wiring to light point/fan point/exhaust point/call bell point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non-metalic PVC flexible conduit with 5 Amp,one way modular switch ISI marked and ceiling rose ISI marked mounted on Modular G.I. box having front bakelite cover of suitable size , MS box with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. ( Make of wire - Polycab/Finolex/ L&T / Anchor / Havells / V Guard/ KEI/ Great White) Modular Type (Gr.B) (1.1.2-1.24.2)
136Recessed wiring to light point/fan point/exhaust point/call bell point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non-metalic PVC flexible conduit with 5 Amp,one way modular switch ISI marked and ceiling rose ISI marked mounted on Modular G.I. box having front bakelite cover of suitable size , MS box with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. ( Make of wire - Polycab/Finolex/ L&T / Anchor / Havells / V Guard/ KEI/ Great White) Modular Type (Gr.C) (1.1.3-1.24.2)
137S/F of M.S. Box for 4 Module 18 swg
138S/F of M.S. Box for 6 Module 18 swg
139S/F of M.S. Box for12 Module 18 swg
140S/F of 3 pin 5/6 A.F.T switch and.Socket on existing board (Modular type) (1.25.1+1.25.4)
141S/Fof 6 module M.S. Box with Bakelite cover (Modular Type) on surface or in recess including providing and fixing of 2 nos 3 pin 5/6 amp. Socket out let 5/6amp. Piano type modular switch,connection,painting etc. as required (1.24.4 +2 x (1.25.1+1.25.4)
142S/F of Power point with 4 modular metal box with modular base & cover in recess including providing and fixing of 6 pin 15/16 amp. piano type Modular switch & Socket, connection, painting etc as required
143S/F of A.C.Starter 20Amp with 2 module Box.(Make Havells/Equivalent)
144S/F of 15A Socket on 2 module for AC
145Wiring for circuit/sub main alongwith earth wire with following sizes of PVC insulated single core multistrand copper conductor with ISI marked conforming to IS-694/1990 in 20 mm dia non metallic heacy duty flexible conduit 1.6 mm in recessed PVC conduit as required (make of wire-Polycab/Finolex/L&T/Anchor/Havels/V-Guard/KEI/Great White).2x1.5 sqmm + 1 x 1.5 sqmm( 1 .8.1)
146Wiring for circuit/sub main alongwith earth wire with following sizes of PVC insulated single core multistrand copper conductor with ISI marked conforming to IS-694/1990 in 20 mm dia non metallic heacy duty flexible conduit 1.6 mm in recessed PVC conduit as required (make of wire-Polycab/Finolex/L&T/Anchor/Havels/V-Guard/KEI/Great White) 2 x 2.5 sqmm + 1 x 1.5 sqmm (1.8.2)
147Wiring for circuit/sub main alongwith earth wire with following sizes of PVC insulated single core multistrand copper conductor with ISI marked conforming to IS-694/1990 in 20 mm dia non metallic heacy duty flexible conduit 1.6 mm in recessed PVC conduit as required (make of wire-Polycab/Finolex/L&T/Anchor/Havels/V-Guard/KEI/Great White) 2x4 sqmm + 1 x 1.5 sqmm (1.8.3)
148Wiring for circuit/sub main alongwith earth wire with following sizes of PVC insulated single core multistrand copper conductor with ISI marked conforming to IS-694/1990 in 20 mm dia non metallic heacy duty flexible conduit 1.6 mm in recessed PVC conduit as required (make of wire-Polycab/Finolex/L&T/Anchor/Havels/V-Guard/KEI/Great White) 4x6 sqmm + 2 x 2.5 sqmm (1.8.10)
149Wiring for circuit/sub main alongwith earth wire with following sizes of PVC insulated single core multistrand copper conductor with ISI marked conforming to IS-694/1990 in 20 mm dia non metallic heacy duty flexible conduit 1.6 mm in recessed PVC conduit as required (make of wire-Polycab/Finolex/L&T/Anchor/Havels/V-Guard/KEI/Great White) 4x10sqmm + 2 x 4 sqmm (1.8.11)
150Wiring for circuit/sub main alongwith earth wire with following sizes of PVC insulated single core multistrand copper conductor with ISI marked conforming to IS-694/1990 in 20 mm dia non metallic heacy duty flexible conduit 1.6 mm in recessed PVC conduit as required (make of wire-Polycab/Finolex/L&T/Anchor/Havels/V-Guard/KEI/Great White) Inverter wiring (1x1.5smm) Copper wire (1.19.1)
151S/F of 5 to 32 Amp rating 240 Volt \\"B\\" series MCB for lighting and other loads in the existing MCB Distribution Board ISI marked complete with connection, testing and commissioning etc. as required (2.6.1)
152S/F of 32A C Curve DP MCB (Make: Havells /Equivalent)
153S/F of MCB 12 way Double door (2.3.7)
154S/F 100A TPN Bus-Bar with all connection (Make:BENLO & Equivalent)
155S/F of 63A. ICTPN main switch (2.15.3)
156Supply of250 mm x 300 mm x100 mm deep(1.24.13) for fixing 63 Amp ICDP Main Switch.
157S/F of batten holder BK angle holder ISI marked including connection etc. insulated of ceiling rose(1.29- 1.28)
158S/F of Copper earth plate earthing 600mm x600mm x3.15mm with Salt and Charcoal for Plate earth electrode ( 3.5+3.6 )
159S/L of 25mm x 6mm G.I. earth strip in ground ( 3.10 )
160S/F of Fan hook S, Type on ceiling.
161S/F of step type modular fan regulator
162S/F of 12 Watt. LED bulb.
163S/F of computer board consisting of 3 nos. of 5 amp modular plug and modular switch and 1no. Of 6 amp Mini MCB, complete with wiring on 12 modular type M.S.box with modular cover.
164S/F of 300 exhaust fan with all accessories and connections(Make-Usha-Aero Clean plus DBB/Polycab-Fress on DBB/Cromton-Trans Air12\\" reversible/Havells-Ventil Air DS(HS)/Ancor-Anmol DelusR/Orient-Power Flow DBB
165S/F of 1200mm A.C. Ceiling fan (1Star) with all accessories and connections with out fan regulator (Make:Usha-Striker One/Neo/Crompton- highspeed/Havells-Samrat ES/Anchor- Turbo Speed Star/Orient-Summer Breeze Pro/ Great White-ALDOUS/Pollycab-Vital HS)
166S/F of 18-25 watt LED Tube light fitting compoete with all connection.\ including fixing and all accessories as per direction of Engineer-In-charge (Make: Havels / Phillps / Crompton / Polycab / HPL)
167S/F OF 2000VA/24v Invertor with 2no 180Ah Battery including Trally arrangement. (Luminous/Microtek/Excide)
168Supply & Fixing of 90Watt single L.E.D street light fitting with LED & Electrinic driver including all accessories and connections (Make:Crompton/Phillips/HPL/Polycab/Havells) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57264913
AUTHORITY Government Departments
TENDER VALUE 1.22 Crore
LAST DATE 09-09-2026
Authority
Authority Name Rural Works Department
Work Description Tender for Construction Of Higer Secondary School Building(New) At Rusuda High School Rusuda Under Bheden Block In The District Of Bargarh For The Year 2025-26
Basic Detail
Tender No ONLINE-RWCSBP-19/2026-27
Bidding Type Tender
Location
City Bargarh
State Odisha
Key Dates
Publish Date 29 Aug 2026
Submission Date 09 Sep 2026
Open Date 10 Sep 2026
Finance
Tender Value 1.22 Crore
Tender Fee 10000
EMD 1.22 Lakhs
Exemption Available
Document List
BOQ_607535.xls
c5340148-659e-4f80-9f36-afa71d15940d.html
Tendernotice_1.pdf
Tendernotice_2.pdf

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Tender Timeline

Aug 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 09, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Sep 10, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

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xls

BOQ_607535.xls

html

c5340148-659e-4f80-9f36-afa71d15940d.html

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

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