Housing Urban and Rular Development Government Departments Closing in 0 days TDR #34791998

Tender For Construction Of Proposed Additional Modification (Ground Floor And Extension) Of Existing Hexagonal Structure Of Oav At Hatiota Under Polasara Block In The District Of Ganjam.

Issued by Government Departments · polasara, Odisha
Tender Value
74.57 Lakhs
Estimated cost
Bid Submission
28 Nov 2022
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of Proposed Additional Modification ( Ground Floor And Extension ) Of Existing Hexagonal Structure Of Oav At Hatiota Under Polasara Block In The District Of Ganjam. Building Work

BOQ

Name of Work: Construction of proposed additional modification (Ground floor + Extension) of existing hexagonal structure of OAV at Hatiota under Polasara block in the district of Ganjam.
Sl. No. Item Description
1Civil WorksDismantlingDismantling brick or stone masonary in lime or cement mortar below 10\" height including stacking the useful materials for reuse and removing the debris with 50 m. lead including all labour, labour cess, T&P etc. complete as directed by the Engineer-in-charge.- In Gound floor
2Dismantling brick or stone masonary in lime or cement mortar below 10\" height including stacking the useful materials for reuse and removing the debris with 50 m. lead including all labour, labour cess, T&P etc. complete as directed by the Engineer-in-charge.- In First floor
3Dismantling and removing doors, windows and ventilators including removal of frame, hinges, fastening and stacking the materials for reuse and removing the debris within 50 m. lead including all labour, labour cess, T&P etc. complete as directed by the Engineer-in-charge.- In First floor
4Ground floorEarth work in excavation in foundation in all kinds of soil within 50 mtr. initial lead and 1.5 mtr. initial lift including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.3 mtr. depth including cost of all labour, labour cess and T&P for the work etc. complete and as directed by the Engineer-in-Charge.
5Supplying, filling in foundation and plinth with sand in 22.5 cm (9\") thick layers including watering and ramming with cost, conveyance, royalties, labour and labour cess with T&P required for the work etc complete as per the direction of the Engineer-in-charge.
6Back filling in foundation & plinth with excavated earth including watering and ramming within 50 mtr. initial lead and 1.5 mtr. initial lift including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.3 mtr. depth including cost of all labour, labour cess and T&P for the work etc. complete and as directed by the Engineer-in-Charge.
7Cement concrete of proportion (1:3:6) in foundation and floors using 4 cm (1.5\") size clean hard hand broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm (6\") thick to required level ramming, watering, curing etc. complete including cost and conveyance of all materials with royalties, labour, labour cess and T&P required for the work etc. complete including dewatering if required.
8R.C.C. work in Column base of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position.
9R.C.C. work in Plinth Beam of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position.
10R.C.C. work in Column in super structure of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position.
11R.C.C. work in Lintel of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position.
12R.C.C. work in Roof beam of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position.
13R.C.C. work in Roof slab of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position.
14R.C.C. work in stair case of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position.
15R.C.C. work in Chajja of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position.
16Straightening bent up or coiled rods (HYSD) cutting, bending, cranking, hooking, welding or jointing (if required) the M.S. Rods or Tor steel and binding wires and binding, tying the grills, hoisting, lowering and placing in proper position as required for RCC works and for providing cost, conveyance of M.S. rod or Tor steel and binding wires of 18 to 20 gauge and labour, labour cess with T & P required for the work etc complete in all floors (Weight of binding wires and lapping & wastage of rod will not be considered for payment and payment will be made on weight of actual length of M.S. rods or Tor steel only.)
17Fly ash brick masonry in cement mortar (1:6) after immersing bricks for six hours in water before use in Foundation and plinth using fly ash bricks of 9\" size having a crushing strength of not less than 75 Kg. per sq. cm including splays, cutting, circular mouldings, chamfering, corbelling and similar such type of works with all necessary projections, watering and curing etc. complete including cost and conveyance of all materials, labour and labour cesswith T&P required for the work with all royalties etc. complete in all respect.
18Fly ash brick masonry in cement mortar (1:6) after immersing bricks for six hours in water before use in superstructure using fly ash bricks of 9\" size having a crushing strength of not less than 75 Kg. per sq. cm including splays, cutting, circular mouldings, chamfering, corbelling and similar such type of works with all necessary projections, watering and curing etc. complete including cost and conveyance of all materials, labour and labour cesswith T&P required for the work with all royalties etc. complete in all respect.
192.5 cm thick grading concrete (1:2:2:) on roof slabwith 6 mm size hard crusher broken granite chips including all cost, conveyance and royalties of materials with labour, labour cess and T&P required for the work etc. complete as per direction of Engineer-in-charge.
20Supplying of M.S. Window grill / M.S. Fixed Grill / M.S. grill gate made out of M.S. angle, M.S. flat & M.S. square etc including cutting, welding, all labour, labour cess and T&P etc complete as per direction of Engineer-in-charge.
21Labour charges for fitting and fixing of M.S. Door, Window, Fixed Grill & Gate, Rolling shutter etc. in proper position including making holes in walls, RCC structures and wood work etc. and making good to the damages to walls or RCC structure including mending or cutting to sizes or grooves in walls and fixing with RCC (1:2:4) with HB granite chips of 12mm size with cost and conveyance of all materials, royalties, labour, labour cess and T&P required for the work etc. complete as per direction of the Engineer-in-charge.
22Painting two coats with any approved paint over a coat of priming to new iron work including cost of the primer and paint sand papering polishing the surface with cost conveyance of all materials, labour and labour cess with T&P required for the work etc complete in all respect as per direction of the Engineer-in-charge.
23Supplying Fitting and fiixing in position well dressed and wellseasonedsal wood work framed and fixed ( wrought and put up ) in choukaths for doors windows and ventilators including cost of ironof works and coal taring 2 coats wall side faces of Choukaths including cost of coaltar, cutting grooves and mending sizes where necessary wih cost and conveyance royalties and taxes of all materials, labour and labour cess with T&P required for the work etc. complete as per direction of the Engineer-in-charge.
24Providing and fixing 30mm thick flush door shutters conforming to IS:2002 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both face of shutters inclusive of 4 Nos. of stainless steel Butt Hinges (100mm x 60 mm x 2.5mm) 40 mm stainless steel screws. Cylindrical Lock (Godrej-9843), Tower bolt SS 10 x 300 mm (Bathroom) (Godrej 3264), PVC door buffer with SS screw, teak wood lipping around the edges and paste with 1.5mm thick laminate on both side of the flush door, etc. including the cost of all materials, hardware fittings, cost of all labour, conveyance, loading, unloading, T&P, etc. complete as per the direction of Engineer-in-charge.
25Supplying and fitting fixing of Un-plasticised Poly vinyl chloride (UPVC) (FENESTA / NCL VEKA LTD) Three Track – Three Panel sliding window – 60 series duly manufactured using UPVC reinforced profiles of 108 mm X 45mm X 2.5mm for outer frames and window sash of 39mm X 58mm X 2.5mm capable of mounting single glazing system, structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.5 mm prefabricated and welded through fusion welding the window, frame shall be fitted with 6 mm thick clear toughened glass of SAINT – GOBAIN make duly fixed with EPDM weathering seal resistant 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 ASTM D 638-14, EN-477-95 and other applicable codes and standards.
26Supplying,fitting,fixing up window (sliding type) made up powder coated aluminium section 9778 as windows frame, section No.4095, 4096 and 9777, 3994 as shutter frame with 5mm thick black glass as panel fitted with rubber beading including locking arrangement including all fitting including cost of all materials, labour, labour cess, T&P etc. complete but excluding cost of 5 mm th. black glass as per direction of the Engineer-in-charge (weight will be taken for Al. sections only without fittings).
27Supplying of 5mm thick Black Glass including cutting to required sizes for fixing in Al. window including labour cess as per direction of the Engineer-in-Charge.
286 mm thick cement plaster (1:4) to RCC surfaces finished smooth including close deep chipping and slurry treatment including watering and curing with cost and conveyance of all materials and labour, labour cess with T&P required for the work with all royalties etc. complete in all respect as per direction of the Engineer-in-charge.
2912 mm thick cement plaster (1:6) finished smooth to outside brick walls after raking out the joint including watering and curing with cost and conveyance of all materials and labour, labour cess with T&P required for the work with all royalties etc. complete in all respect as per direction of the Engineer-in-charge.
3016 mm thick cement plaster of proportion (1:6) finished smooth to inside brick work after racking out joints including watering and curing, cost, conveyance, royalities of all materials with all labour, labour cess and T&P required for the work etc complete in all respect as per direction of the Engineer-in-charge.
31Providing & fixing of Kota Tiles of minimum 16 mm thick of size above 0.1 sqm in floors, treads or steps and landing on 25 mm thick bed of cement mortar (1:1) jointed with neat cement slurry mixed with colouring pigments to match the sheds of the tiles including rubbing and polishing complete including cost of kota tiles, all materials, labour, labour cess, royality, conveyance, T&P etc. complete with machine polishing and wax polishing as directed by the Engineer-in-charge.
32Providing and fixing Kota tiles (upto 0.10 Sqm.) in dados, skirtings and risers of steps on 12 mm thick cement plaster (1:3) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete including cost of precast tiles, all labour, labour cess as directed by the Engineer-in-charge.
33Wall Painting two coats with any approved weather coat paint of approved shade over a coat water bound wall cement primer on new work to give an even shade after cleaning surface including cost of all materials, labour, labour cess, T&P required for the work etc complete as per direction of the Engineer-In-Charge.
34Distempering two coats to wall surface with any approved Distemper paint of approved shade over a coat water bound wall cement primer on new work to give an even shade after cleaning surface including cost of all materials, labour, labour cess, T&P required for the work etc complete as per direction of the Engineer-In-Charge.
35Finishing surface of walls with cement based wall putty (water based) of approved make and finished smooth and even surface to receive painting including cost of scafolding staging charges with cost of all materials, labour, labour cess, T&P etc. complete as per direction of Engineer-in-Charge.
36Supplying, fitting, and fixing of Stainless steel of 304 grade in hand railing using 50 mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in staircase as per approved design and specification, buffing, polishing etc. with cost, conveyance of all materials, labour, labour cess T&P etc. required for the complete in all respect as per direction of the Engineer-in-charge.
37First floorR.C.C. work in Column in super structure of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position.
38R.C.C. work in Lintel of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position.
39R.C.C. work of Roof bend in grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position.
40R.C.C. work in Roof beam of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position.
41R.C.C. work in Roof slab of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position.
42R.C.C. work in Stair case of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position.
43Straightening bent up or coiled rods (HYSD) cutting, bending, cranking, hooking, welding or jointing (if required) the M.S. Rods or Tor steel and binding wires and binding, tying the grills, hoisting, lowering and placing in proper position as required for RCC works and for providing cost, conveyance of M.S. rod or Tor steel and binding wires of 18 to 20 gauge and labour, labour cess with T & P required for the work etc complete in all floors (Weight of binding wires and lapping & wastage of rod will not be considered for payment and payment will be made on weight of actual length of M.S. rods or Tor steel only.)
442.5 cm thick grading concrete (1:2:2:) on roof slabwith 6 mm size hard crusher broken granite chips including all cost, conveyance and royalties of materials with labour, labour cess and T&P required for the work etc. complete as per direction of Engineer-in-charge.
45Fly ash brick masonry in cement mortar (1:6) after immersing bricks for six hours in water before use in superstructure using fly ash bricks of 9\" size having a crushing strength of not less than 75 Kg. per sq. cm including splays, cutting, circular mouldings, chamfering, corbelling and similar such type of works with all necessary projections, watering and curing etc. complete including cost and conveyance of all materials, labour and labour cesswith T&P required for the work with all royalties etc. complete in all respect.
46Aerated Autoclaved Fly ash Brick Masonary in filler / inside walls using AAC blocks of size 625mmx200mmx200mm having compressive strength not less than 4N/mm2 conforming to IS:2185 (Part-3)-2005 and IS:6441-1972 in cement morter of mix (1:4) and screened and washed sand for mortar for use in superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, royalty, loading, unloading of all materials, cost of all labour, labour cess, scaffolding, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-charge.
47Supplying of M.S. Window grill / M.S. Fixed Grill / M.S. grill gate made out of M.S. angle, M.S. flat & M.S. square etc including cutting, welding, all labour, labour cess and T&P etc complete as per direction of Engineer-in-charge.
48Labour charges for fitting and fixing of M.S. Door, Window, Fixed Grill & Gate, Rolling shutter etc. in proper position including making holes in walls, RCC structures and wood work etc. and making good to the damages to walls or RCC structure including mending or cutting to sizes or grooves in walls and fixing with RCC (1:2:4) with HB granite chips of 12mm size with cost and conveyance of all materials, royalties, labour, labour cess and T&P required for the work etc. complete as per direction of the Engineer-in-charge.
49Painting two coats with any approved paint over a coat of priming to new iron work including cost of the primer and paint sand papering polishing the surface with cost conveyance of all materials, labour and labour cess with T&P required for the work etc complete in all respect as per direction of the Engineer-in-charge.
50Supplying,fitting,fixing up window (sliding type) made up powder coated aluminium section 9778 as windows frame, section No.4095, 4096 and 9777, 3994 as shutter frame with 5mm thick black glass as panel fitted with rubber beading including locking arrangement including all fitting including cost of all materials, labour, labour cess, T&P etc. complete but excluding cost of 5 mm th. black glass as per direction of the Engineer-in-charge (weight will be taken for Al. sections only without fittings).
51Supplying of 5mm thick Black Glass including cutting to required sizes for fixing in Al. window including labour cess as per direction of the Engineer-in-Charge.
526 mm thick cement plaster (1:4) to RCC surfaces finished smooth including close deep chipping and slurry treatment including watering and curing with cost and conveyance of all materials and labour, labour cess with T&P required for the work with all royalties etc. complete in all respect as per direction of the Engineer-in-charge.
5312 mm thick cement plaster (1:6) finished smooth to outside brick walls after raking out the joint including watering and curing with cost and conveyance of all materials and labour, labour cess with T&P required for the work with all royalties etc. complete in all respect as per direction of the Engineer-in-charge.
5416 mm thick cement plaster of proportion (1:6) finished smooth to inside brick work after racking out joints including watering and curing, cost, conveyance, royalities of all materials with all labour, labour cess and T&P required for the work etc complete in all respect as per direction of the Engineer-in-charge.
55Providing & fixing of Kota Tiles of minimum 16 mm thick of size above 0.1 sqm in floors, treads or steps and landing on 25 mm thick bed of cement mortar (1:1) jointed with neat cement slurry mixed with colouring pigments to match the sheds of the tiles including rubbing and polishing complete including cost of kota tiles, all materials, labour, labour cess, royality, conveyance, T&P etc. complete with machine polishing and wax polishing as directed by the Engineer-in-charge.
56Providing and fixing Kota tiles (upto 0.10 Sqm.) in dados, skirtings and risers of steps on 12 mm thick cement plaster (1:3) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete including cost of precast tiles, all labour, labour cess as directed by the Engineer-in-charge.
57Wall Painting two coats with any approved weather coat paint of approved shade over a coat water bound wall cement primer on new work to give an even shade after cleaning surface including cost of all materials, labour, labour cess, T&P required for the work etc complete as per direction of the Engineer-In-Charge.
58Distempering two coats to wall surface with any approved Distemper paint of approved shade over a coat water bound wall cement primer on new work to give an even shade after cleaning surface including cost of all materials, labour, labour cess, T&P required for the work etc complete as per direction of the Engineer-In-Charge.
59Supplying, fitting, and fixing of Stainless steel of 304 grade in hand railing using 50 mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in staircase as per approved design and specification, buffing, polishing etc. with cost, conveyance of all materials, labour, labour cess T&P etc. required for the complete in all respect as per direction of the Engineer-in-charge.
60Supplying Fitting and fiixing in position well dressed and wellseasonedsal wood work framed and fixed ( wrought and put up ) in choukaths for doors windows and ventilators including cost of ironof works and coal taring 2 coats wall side faces of Choukaths including cost of coaltar, cutting grooves and mending sizes where necessary wih cost and conveyance royalties and taxes of all materials, labour and labour cess with T&P required for the work etc. complete as per direction of the Engineer-in-charge.
61Providing and fixing 30mm thick flush door shutters conforming to IS:2002 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both face of shutters inclusive of 4 Nos. of stainless steel Butt Hinges (100mm x 60 mm x 2.5mm) 40 mm stainless steel screws. Cylindrical Lock (Godrej-9843), Tower bolt SS 10 x 300 mm (Bathroom) (Godrej 3264), PVC door buffer with SS screw, teak wood lipping around the edges and paste with 1.5mm thick laminate on both side of the flush door, etc. including the cost of all materials, hardware fittings, cost of all labour, conveyance, loading, unloading, T&P, etc. complete as per the direction of Engineer-in-charge.
62Supplying and fitting fixing of Un-plasticised Poly vinyl chloride (UPVC) (FENESTA / NCL VEKA LTD) Three Track – Three Panel sliding window – 60 series duly manufactured using UPVC reinforced profiles of 108 mm X 45mm X 2.5mm for outer frames and window sash of 39mm X 58mm X 2.5mm capable of mounting single glazing system, structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.5 mm prefabricated and welded through fusion welding the window, frame shall be fitted with 6 mm thick clear toughened glass of SAINT – GOBAIN make duly fixed with EPDM weathering seal resistant 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 ASTM D 638-14, EN-477-95 and other applicable codes and standards.
63Second floor (Head room)R.C.C. work of Column in super structure in grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position.
64R.C.C. work of Lintel in grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position.
65Straightening bent up or coiled rods (HYSD) cutting, bending, cranking, hooking, welding or jointing (if required) the M.S. Rods or Tor steel and binding wires and binding, tying the grills, hoisting, lowering and placing in proper position as required for RCC works and for providing cost, conveyance of M.S. rod or Tor steel and binding wires of 18 to 20 gauge and labour, labour cess with T & P required for the work etc complete in all floors (Weight of binding wires and lapping & wastage of rod will not be considered for payment and payment will be made on weight of actual length of M.S. rods or Tor steel only.)
66Fly ash brick masonry in cement mortar (1:6) after immersing bricks for six hours in water before use in Super structure using fly ash bricks of 9\" size having a crushing strength of not less than 75 Kg. per sq. cm including splays, cutting, circular mouldings, chamfering, corbelling and similar such type of works with all necessary projections, watering and curing etc. complete including cost and conveyance of all materials, labour and labour cesswith T&P required for the work with all royalties etc. complete in all respect.
67Supplying of M.S. Window grill / M.S. Fixed Grill / M.S. grill gate made out of M.S. angle, M.S. flat & M.S. square etc including cutting, welding, all labour, labour cess and T&P etc complete as per direction of Engineer-in-charge.
68Labour charges for fitting and fixing of M.S. Door, Window, Fixed Grill & Gate, Rolling shutter etc. in proper position including making holes in walls, RCC structures and wood work etc. and making good to the damages to walls or RCC structure including mending or cutting to sizes or grooves in walls and fixing with RCC (1:2:4) with HB granite chips of 12mm size with cost and conveyance of all materials, royalties, labour, labour cess and T&P required for the work etc. complete as per direction of the Engineer-in-charge.
69Painting two coats with any approved paint over a coat of priming to new iron work including cost of the primer and paint sand papering polishing the surface with cost conveyance of all materials, labour and labour cess with T&P required for the work etc complete in all respect as per direction of the Engineer-in-charge.
70Supplying,fitting,fixing up window (sliding type) made up powder coated aluminium section 9778 as windows frame, section No.4095, 4096 and 9777, 3994 as shutter frame with 5mm thick black glass as panel fitted with rubber beading including locking arrangement including all fitting including cost of all materials, labour, labour cess, T&P etc. complete but excluding cost of 5 mm th. black glass as per direction of the Engineer-in-charge (weight will be taken for Al. sections only without fittings).
71Supplying of 5mm thick Black Glass including cutting to required sizes for fixing in Al. window including labour cess as per direction of the Engineer-in-Charge.
726 mm thick cement plaster (1:4) to RCC surfaces finished smooth including close deep chipping and slurry treatment including watering and curing with cost and conveyance of all materials and labour, labour cess with T&P required for the work with all royalties etc. complete in all respect as per direction of the Engineer-in-charge.
7312 mm thick cement plaster (1:6) finished smooth to outside brick walls after raking out the joint including watering and curing with cost and conveyance of all materials and labour, labour cess with T&P required for the work with all royalties etc. complete in all respect as per direction of the Engineer-in-charge.
7416 mm thick cement plaster of proportion (1:6) finished smooth to inside brick work after racking out joints including watering and curing, cost, conveyance, royalities of all materials with all labour, labour cess and T&P required for the work etc complete in all respect as per direction of the Engineer-in-charge.
75Wall Painting two coats with any approved weather coat paint of approved shade over a coat water bound wall cement primer on new work to give an even shade after cleaning surface including cost of all materials, labour, labour cess, T&P required for the work etc complete as per direction of the Engineer-In-Charge.
76Distempering two coats to wall surface with any approved Distemper paint of approved shade over a coat water bound wall cement primer on new work to give an even shade after cleaning surface including cost of all materials, labour, labour cess, T&P required for the work etc complete as per direction of the Engineer-In-Charge.
77Providing fitting and fixing 50mm dia MS pipe for post purlin rafter with fabrication including cost of all materials, labour, labour cess, T&P required for the work etc complete as per direction of the Engineer-In-Charge.
78Supplying, fitting and fixing of0.45mm thick JSW Colour sheet in roof including fixing of ridges, wind ties J.hooks G.I. and limpet washers, bolts and nuts drilling in wind ties with all labour, labour cess, T&P including cost of JSW sheet etc. complete but excluding cost of fittings as per direction of Engineer-in-charge.
79Electrical WorksRecessed wiring to light point/Fan point/ Exhaust fan point/Call bell point with 1.5sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20mm dia non-metallic PVC flexible conduit with 6Amp ,250V Modular switch ISI marked and ceiling rose ISI marked mounted on Metal box having front Modular cover of suitable size, Metal box with 1.5sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection (Make of wire-Finolex/L&T/Anchor/Havells/V-Guard/KEI/RHINO/C&S) Group-A-L.P- 14 F.P- 7C.B.P-
80Recessed wiring to light point/Fan point/ Exhaust fan point/Call bell point with 1.5sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20mm dia non-metallic PVC flexible conduit with 6Amp ,250V Modular switch ISI marked and ceiling rose ISI marked mounted on Metal box having front Modular cover of suitable size, Metal box with 1.5sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection (Make of wire-Finolex/L&T/Anchor/Havells/V-Guard/KEI/RHINO/C&S) Group-B L.P- 27F.P- 8C.B.P-
81Recessed wiring to light point/Fan point/ Exhaust fan point/Call bell point with 1.5sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20mm dia non-metallic PVC flexible conduit with 6Amp ,250V Modular switch ISI marked and ceiling rose ISI marked mounted on Metal box having front Modular cover of suitable size, Metal box with 1.5sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection (Make of wire-Finolex/L&T/Anchor/Havells/V-Guard/KEI/RHINO/C&S) Group-CL.P- 10 F.P- 10C.B.P-
82Supply and fixing of 6Amp plugwith 6Amp switch on existing board (Modulartype )
83Supply and fixing of Modularmetal box on surface or in recess with suitable size of Modular coverin front including providing and fixing of6Amp and6Amp Modular switches connection(make-Anchor/ Legrand /Roma)
84Supply and fixing of Modularmetal box on surface or in recess with suitable size of Modular coverin front including providing and fixing of 6pin 6Amp& 16Amp socket outlet and16Amp Modular switches connection(make-Schneider/ Legrand /Panasonic)
85Supply and fixing of Modularfan regulator(Cona/ Anchor/ Usha/Bajaj)Electronics step type Regulator (Modular type)
86Recessed submain wiring alongwith earth wire with the following sizes of PVC insulated single core multistrand copper conductor ISI marked conforming to IS-694/1990 in 20mm dia non metallic heavy duty flexible conduit 1.6 mm in surface /recessed PVC conduit as required (make of wire -Finolex/L&T/Anchor/Havells/V-Guard/KEI/RHINO)2 X 2.5sq.mm +1 X 1.5sqmm
87Recessed submain wiring alongwith earth wire with the following sizes of PVC insulated single core multistrand copper conductor ISI marked conforming to IS-694/1990 in 20mm dia non metallic heavy duty flexible conduit 1.6 mm in surface /recessed PVC conduit as required (make of wire -Finolex/L&T/Anchor/Havells/V-Guard/KEI/RHINO)2 X 4sq.mm +1 X 1.5sqmm.
88Recessed submain wiring alongwith earth wire with the following sizes of PVC insulated single core multistrand copper conductor ISI marked conforming to IS-694/1990 in 20mm dia non metallic heavy duty flexible conduit 1.6 mm in surface /recessed PVC conduit as required (make of wire -Finolex/L&T/Anchor/Havells/V-Guard/KEI/RHINO)2 X 6sq.mm +1 X 2.5sqmm.
89Recessed submain wiring alongwith earth wire with the following sizes of PVC insulated single core multistrand copper conductor ISI marked conforming to IS-694/1990 in 20mm dia non metallic heavy duty flexible conduit 1.6 mm in surface /recessed PVC conduit as required (make of wire -Finolex/L&T/Anchor/Havells/V-Guard/KEI/RHINO)2 X 10sq.mm +1 X 4sqmm.
90Supply and fixing of copper plate earthing( 600 X 600 X 3.15mm )with running copper flat 25 X 5mm from copper plate to funnel of40mm dia G.I pipe including all accessories
91S/L of 8 SWG Copper wire
92Supply and fixing of following way single pole and neutral sheet steel MCB distribution board 250V on surface/recess complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (but with out MCB/ RCCB/ Isolator) make-HPL/ Havells/ Legrand /L&T/C&S.)8way,Double door
93Supply and fixing of following way single pole and neutral sheet steel MCB distribution board 250V on surface/recess complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (but with out MCB/ RCCB/ Isolator) make-HPL/ Havells/ Legrand /L&T/C&S.)16way,Double door
94Supply and fixing of following way single pole and neutral sheet steel MCB distribution board 250V on surface/recess complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (but with out MCB/ RCCB/ Isolator) make-HPL/ Havells/ Legrand /L&T/C&S.)Single pole (SP)
95Supply and fixing of4pole MCCB in cubiclepannel board S/F of 100AMP 25KAMCCB of Hager/Legrand/C&S Make with MS box including both side connections with all complete
96Supply and fixing of4pole MCCB in cubiclepannel board S/F of 250AMP 25KAMCCB of Hager/Legrand/C&S Make with MS box including both side connections with all complete
97Supply and fixing of copper bus bar with suitable sheet metal enclosureon MS angle frame with proper grouting on wall including all connections. 100Amp TPN bus bar-300 X 32 X 3mm size
98Supply and fixing of copper bus bar with suitable sheet metal enclosureon MS angle frame with proper grouting on wall including all connections. 200Amp TPN bus bar -350 X 32 X 6mm size
99Supply and fixing of different type of fitting with lamp S/F of 20W 4\"LED fitting Surface LED Light fitting (Make-Havells/Philips/C&S/Crompton)
100Supply and fixing of different type of fitting with lamp S/F of 18W 1\"X1\" Surface/recessed on Ceiling LED fitting (Make-Havels/Philips/Bajaj/Crompton/Helonix)
101Supply and fixing of different type of fitting with lamp S/F of 24W 1\"X1\" Surface/recessed on Ceiling LED fitting (Make-Havels/Philips/Bajaj/Crompton/Helonix)
102Supply and fixing of fan (make-Usha/Orient/V-Guard/Khaitan/Havells/Crompton/Almonard)S/F of 1200mm High speed Ceiling fan, Heavy Duty,durable, copper winding,Aluminium blade(ISI mark)Crompton Grave/Khaitan/Orient/Polycab/Bajaj/Usha
103S/F of multipurpose board Modular 6A 2nos switch and 2nos socket and 16A 1nos switch and 1nos socketon modular board and cover
104Supply of PVC armored cables ISI marked.(Make- Glowstar/ Polycab/Nicco/KEI as per letter No-309 19.1.2011 of SEEC (R&B) Odisha)50sqmm 3 1/2 core
105Supply and fixing of A.C machine (Carrier Midea /Voltas/ IFB)S/F of 2ton S/T A.C machine ** make
106Supply and fixing of A.C machine (Carrier Midea /Voltas/ IFB)S/F of 5KVA voltage stabiliser (CG/Shakti/V-guard/Autotac)(I/p-130V to 270V, O/P-220V to 240V)
107Installation charges of AC machine
108Fire FightingProviding and installing in position the following type of sign boards made out of 3mm thick \"Opaque\" PVC foam board with computer cut, PVC non-reflective self adhesive vinyle painted foam board, complete with mirror fasteners.Providing and fixing the signages \"Fire Exit, Fire Exit Arrow Down,Fire Exit Arrow Left,Fire Exit Arrow Right\" of 1.5in height letters in white with green back ground.The size of the board shall be 25cm x 15 cm and shall be fixed at the height of 2 mts
109Supply installation testing and commissioning of CO2 4.5kg capacitry Fire Extinguisher made from seamless steel cylinder with initial charge complete with wall fixing bracket. The extinguisher shalconform to IS 2878 and have certification mark engraved.

AI Tender Summary

OUR REF NO 34791998
AUTHORITY Government Departments
TENDER VALUE 74.57 Lakhs
LAST DATE 28-11-2022
Authority
Authority Name Road And Building Department
Work Description Construction Of Proposed Additional Modification ( Ground Floor And Extension ) Of Existing Hexagonal Structure Of Oav At Hatiota Under Polasara Block In The District Of Ganjam. Building Work
Basic Detail
Tender No E.E.-RandB-18/2022-23
Bidding Type Tender
Location
City polasara
State Odisha
Key Dates
Publish Date 14 Nov 2022
Submission Date 28 Nov 2022
Open Date 29 Nov 2022
Finance
Tender Value 74.57 Lakhs
Tender Fee 10000
EMD Ref. Documents
Exemption Not Available
Document List
fb57dff4-ab29-4b54-95ab-b87c610f4068.html
1st.CooringendumNotice.pdf
BOQ_416690.xls
DTCN_2.pdf
Tendernotice_1.pdf
Tendernotice_2.pdf

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Tender Timeline

Nov 14, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 28, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Nov 29, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

fb57dff4-ab29-4b54-95ab-b87c610f4068.html

CooringendumNotice

1st.CooringendumNotice.pdf

xls

BOQ_416690.xls

pdf

DTCN_2.pdf

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

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