Works Department Tender
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Works Department Tender
Eprocure
Opening Date16 Aug 2021
Closing Date31 Aug 2021
Tender Amount₹ 56,21,152
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_EICCL_70368_1Bid Award Id
ViewTender No
E.E. (R and B) - 05/2021-22/NGPTender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
Supplying & filling in foundation & plinth with sand in 23.5cm(9”) thick layers including watering & ramming with cost, conveyance, royalties, taxes of the materials & labour with T&P required for the work etc.,complete as per direction of Engineer-in-Charge. (Measurement will be taken on finished compacted section only)
-
-
-
4 Nos. Quarter
193.88
-
320.58
Road Proper
2.3
-
320.58
Boundary Wall
10.88
-
320.58
Cement concrete of proportion (1:3:6) in foundation and floors using 4cm. size hard black hand broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering and curing etc. complete to required levels laid in layers not exceeding 15cm (6”) thick including cost, conveyance, royalties and taxes of all materials and cost of all labours, watering and curing, sundries and T&P required for the work etc. complete as directed by Engineer-in-charge.
42.63
-
4268.6
Plain cement concrete (1:2:4) using 6mm to 18mm (¼” to ¾”) size (18mm not to exceed 25 percent) hard black broken granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete, watering and curing including cost of all labour T & P royalties etc. required for the work as directed by the Engineer-In-Charge.
4.68
-
5604.23
Brickwork with Fly ash bricks in cement mortar (1:6) in Foundation and Plinth (23cm x 11cm x 8 cm) having minimum crushing strength not less than 75 kg.per.sq.cm. including splays cutting, circular moulding, chamfering, corbelling and similar such type of woks with all necessary projections watering and curing for 7 days after immersing the bricks in water for six hours before use etc. complete including cost and conveyance of all materials, labour with T&P required for the work with all taxes and royalties etc. complete in all respect as per direction of Engineer in charge.
-
-
-
4 Nos. Quarter
56.95
-
4001.67
Boundary Wall
10.35
-
4001.67
R.C.C.work of Grade M-20 having minimum compressive strength in work test of 200kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 20mm down graded size black crusher broken hard granite stone chips of approved quality & from approved quarry including hoisting, lowering & laying concrete & compacting by using vibrators, watering & curing for 4 (four) weeks centring, shuttering & finishing the exposed surface smooth providing grooves or beads where necessary including cost & conveyance royalties & taxes of all materials T&P & labour required for the work etc., complete in all respect but excluding cost & conveyance of M.S.Rods,HYSD bars or tor steel and binding wires of 18 to 20 gauge & labour charges for straightening, cutting, bending etc.,of the M.S.Rods or tor steel & binding wires & laying the grills in proper position as per direction of Engineer-in-Charge.
-
-
-
Column Base & Footing
-
-
-
4 Nos. Quarter
27.48
-
4651.05
Boundary Wall
17.46
-
4651.05
Plinth Beam
-
-
-
4 Nos. Quarter
9.58
-
5013.05
Boundary Wall
5.63
-
5013.05
Column Superstructure
-
-
-
Ground Floor
7.26
-
10363.61
Boundary Wall
3.83
-
10363.61
First Floor
7.26
-
11268.49
Second Floor
0.96
-
12350.75
Lintel
-
-
-
Ground Floor
5.75
-
8169.86
First Floor
5.75
-
8528.57
Chajja
-
-
-
Ground Floor
7.62
-
768.09
First Floor
6.12
-
933.41
Shelve
-
-
-
Ground Floor
21
-
768.09
First Floor
21
-
933.41
Roof Beam
-
-
-
Ground Floor
11.49
-
10363.6
First Floor
11.49
-
11268.48
Roof Slab
-
-
-
Ground Floor
10.43
-
8821.88
First Floor
10.43
-
9372.84
Second Floor
1.25
-
10030.41
Stair Case
-
-
-
Ground Floor
2.36
-
9852.19
First Floor
2.36
-
10602.83
Steel Reinforcement works using HYSD steel confirming to IS:1786 and IS:2062 as per section 1600 of MoRT & H specifications for Road & Bridge Works (5th Revision). All reinforcement steel and structural steel shall be procured from primary producers of steel SAIL/RINL/TATA/JINDAL/SHYAM Steel.
-
-
-
Ground Floor
81.7
-
7671.01
First Floor
47.66
-
7691.34
Second Floor
2.57
-
7712.68
Boundary Wall
24.48
-
7671.01
Brickwork with Fly ash bricks in cement mortar (1:6) in Superstructure (23cm x 11cm x 8 cm) having minimum crushing strength not less than 75 kg.per.sq.cm. including splays cutting, circular moulding, chamfering, corbelling and similar such type of woks with all necessary projections watering and curing for 7 days after immersing the bricks in water for six hours before use etc. complete including cost and conveyance of all materials, labour with T&P required for the work with all taxes and royalties etc. complete in all respect as per direction of Engineer in charge.
-
-
-
Ground Floor
91.67
-
4035
First Floor
91.67
-
4262.69
Second Floor
21.34
-
4524.55
Boundary Wall
22.11
-
4035
Fly ash Brick masonry in cement mortar (1:4) in superstructure using fly ash bricks of 23cm x11cm x 8cm size having a crushing strength not less than 75kg per Sq.Cm, including splays cutting, circular moulding, chamfering, corbelling & similar such type of works with all necessary projections. watering and curing for 7 days immersing the brick in water for six hours before use etc. complete including cost, conveyance, royalties, taxes of all materials and labour with T & P required for the work etc. complete in all respect in all floors.
-
-
-
Ground Floor
1.26
-
4230.62
First Floor
1.26
-
4458.31
16mm (5/8'') thick cement plaster (1:6) finished smooth to inside of 9''/10'' thick brick walls after raking out the joint including watering, curing for seven days with cost and conveyance of all materials and labour with T&P required for the work with all taxes and royalities etc. complete in all respect as per direction of Engineer in charge.
-
-
-
Ground Floor
428.98
-
192.05
First Floor
428.98
-
196.25
Second Floor
94.05
-
200.59
Boundary Wall
150
-
192.05
12mm (1/2'') thick cement plaster in cement mortar (1:6) finished smooth to brick walls after raking out the joint including watering and curing for seven days with cost and conveyance of all materials and labour with T& P required for the work with all taxes and royalities etc. complete in all respect as per direction of Engineer in charge.
-
-
-
Ground Floor
488.77
-
134.21
First Floor
488.77
-
138.93
Second Floor
94
-
143.88
Boundary Wall
150
-
134.21
Supplying, fitting , fixing of Vitrified tiles in floors (Homogenous) tread or steps and landing on 20mm thick bed of cement mortar 1:1(1cement: 1 Sand ) jointed with neat cement slurry mixed with pigments to match the shades or the tiles including rubbing and polishing etc.,complete as per direction of Engineer-in-charge.
-
-
-
Ground Floor
109.47
-
946.68
First Floor
109.47
-
955.11
Supplying, fitting , fixing of Industrial Vitrified tiles of premium grade in floors tread or steps and landing on 20mm thick bed of cement mortar 1:4(1cement: 4 Sand ) jointed with neat cement slurry mixed with pigments to match the shades or the tiles including rubbing and polishing etc.,complete as per direction of Engineer-in-charge.
-
-
-
Ground Floor
17.28
-
822.51
First Floor
17.28
-
830.94
Supplying, fitting and fixing of Ceramic tiles of premium grade in dados having thickness 6.5mm to 6.7mm of 30Cm x 20Cm/20cm x 20cm plain size in dados, skirting and rises of steps on 12mm thick cement plaster 1:3 jointed with neat cement slurry mixed with pigment to match the shade of the tiles including cost, conveyance, royalties and taxes of all materials with labour, T&P required for the work etc. complete in all respect in all floors as directed by the Engineer-In-Charge.
-
-
-
Ground Floor
24.15
-
737.1
First Floor
24.15
-
749.77
Providing and fixing of partly fixed, partly top hung and partly louvered windows to be fabricated from roll section made of prepainted steel ( base steel as per IS-513 of 0.6mm thick "D" quality galvanized as per IS-277 with zinc of 120 Gm / Sq.mtr) with paint specification being with primer of 5-7 microns and finished paint with polyster paint (Black / prearl white / chocolate Brown ) of 12-16 microns along with the alkyd backer at the back of 5-7 microns and the sizes of outer frame being of 46 x 52mm and with all vertical and horizontal mullions are of 46 x 70mm and fixed beadings are of 18 x 25mm. section for internal top and bottom frames in the louvered areas should be of 18 x40mm top hung shutter should be 46x46mm. Accessories / gaskets are to be used as per the manufacturer’s supply and specification like handle,being made of high grade aluminum powder coated and with nylon receiver. Gasket will be made of EPDM. All corner brackets are to be made of CRCA with zinc phosphating. The mullion cape and louvered clips should be glass filled nylon. The sections are to be cut to length, mitre joined with corner bracket and frames are fixed to the concrete / masonry walls by means of self expanding screws and 5mm thick black glass (ISI) to be used with cost, conveyance, all taxes with all labour and T & P etc complete as directed by Engineer-In-Charge.
-
-
-
Ground Floor
0.27
-
4712.16
First Floor
0.27
-
4712.16
Providing and fixing of Fixed Ventilators of approved make to be 18x25mm. Accessories / gaskets are to be used as per the manufacturer’s supply and specification like handle, lock and floor spring of approved quality. Gasket will be made of EPDM. All corner brackets are to be made of CRCA with zinc phosphating. The sections are to be cut to length, mitre joined and assembled by means of corner bracket and frames are fixed to the concrete / masonry walls by means of self expanding screws and glass to be used of 6mm reflective with all taxes etc complete as directed by Engineer-In-Charge.
-
-
-
Ground Floor
1.95
-
4910.12
First Floor
0.95
-
4910.12
Supplying, fitting and fixing in position dressed and well seasoned salwood work framed and fixed (Wrought and put up) in choukaths (0’3” x 0’4”) size for doors, windows and ventilators including cost of iron work and coal tarring 2 Coats, to wall side faces of choukaths including cost of coal tar, cutting grooves and mending to size where necessary with cost, conveyance, royalities, taxes of all materials and labour with T&P reauired for the work etc. complete in all respect in all floors as directed by the E.I.C.
-
-
-
Ground Floor
0.57
-
49477.38
First Floor
0.57
-
49477.38
Supplying, fitting and fixing of flush door & shutter (3’-7” x 6’-7” size) of 32mm thick both side fitted with 4mm thick decorative veneers with brass fittings like hinges, motish lock, automatic door closer, door stopper etc complete including all cost, conveyance and taxes of all materials, labour with T & P etc required for the work complete as directed by the Engineer-In-Charge.
-
-
-
Ground Floor
26.46
-
2979.68
First Floor
26.46
-
2979.68
Supply and 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 108mm 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 & welded through fusion welding the window frame shall be fitted with 6mm 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 with 10 years manufactures warranty for discoloration, wraping, mechanical failures, shrinkages, rotting, corrosion etc. with a quality certificate from relevant department of Govt. of India, including cost and conveyance of all materials, accessories, labour charges for transportation, erection at site with templates for casement sizing complete for finished item of work (structural requirements profiles are to be got approved by the Engineer-in-Charge of the work before fabrication of the shutter) as per specification and direction of the Engineer-in-Charge. Confirming to ASTM D 638-14, EN-477-95 and other applicable standards.
-
-
-
Ground Floor
15.3
-
5984
First Floor
15.3
-
5984
Supplying fitting and fixing of stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @ 0.90 Mtr. Center to Center and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance, taxes of all materials labour, T & P etc required for the work complete in all respect as directed by the Engineer in charge.
256.76
-
333.73
Supplying, fitting, fixing of M.S grill ,MS GATE , MS DOOR, MS Square Bar Spike to openings,tubular trusses and collapsible gate of approved specification and of approved size, materials and design with a coat of primer including painting two coats over a coat of redoxide primer with cost and conveyance of all materials, labour, royality, taxes etc. complete in all respect and as per direction of Engineer-in-charge.
-
-
-
Ground Floor
950.4
-
75.8
First Floor
280.8
-
75.8
Second Floor
73.5
-
75.8
Painting two coats with weather seal over a coat of primer after cleaning the surface including cost, conveyance, taxes of all materials, cost of all labour with T & P etc required for the work etc complete in all respect.
-
-
-
Ground Floor
200.98
-
128.9
First Floor
200.98
-
133.27
Second Floor
151.08
-
137.84
Boundary Wall
300
-
128.9
Finishing wall surface of wall with Acrylic putty (water based) of approved make and finished smooth and even surface to receive painting including cost of scaffulding staging changes with cost of all materials labour etc complete.
-
-
-
Ground Floor
538.45
-
67.3
First Floor
538.45
-
68.44
Second Floor
43.1
-
69.62
Wall Painting two coats with Plastic Emulsion paint to new work with all cost etc. complete in all respect as per direction of Engineer In Charge.
-
-
-
Ground Floor
538.45
-
76.79
First Floor
538.45
-
78.14
Second Floor
43.1
-
79.54
Painting two coats with approved paint over a coat of primer on wood work & iron work including cost, conveyance , royalties and taxes of all materials and labour with T&P required for the work in all floors including cost of paint and primer etc. complete.
-
-
-
Ground Floor
7.02
-
133.89
First Floor
7.02
-
136.88
Second Floor
1.05
-
139.96
2.5Cm.(1”) thick grading concrete with cement (1:2:2) using 6mm & downgraded size over roof slab to proper slope finished smooth, watering and curing including cost, conveyance, taxes and royalties of all materials and labour with T&P required for the work etc. complete in all respect in all floors.
93.6
-
311.3
Providing, Fitting & Fixing of 100mm dia PVC Rain water pipe with cost, conveyance, royalties and taxes of all materials with cost of all labour, and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
36.58
-
108
Excavation for road work in soil with hydraulic excavator of 0.90 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross section and transporting to emabankment location with in all lifts and lead up to 1000m etc. complete and as directed by the Engineer-In-Charge. (Road Proper)
78.62
-
42.36
Plain Cement concrete of proportion of M-15 grade with 40mm dwon grade black hard granite CB Stone chips for substructure of CD Work and in Wing Wall, Substructure of Retaining Wall including cost, conveyance, royalties and taxes of all materials and labour with T&P required for the work etc. complete as directed by Engineer-In-Charge. (Road Proper)
4.54
-
3830.73
Providing and laying of 80mm thick factory made cement concrete interlocking paver block of M-35 grade and approved make, variety, colour and size made by block making machine with strong vibratory compaction of approved design and shape, laid in required colour and pattern over 50mm thick compacted bed of coarse sand, filling the joints with sand etc. complete as per direction of the Engineer-In-Charge. (Road Proper)
126
-
879.96
Cement concrete of proportion (1:4:8) in foundation and floors using 4cm. size hard black hand broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering and curing etc. complete to required levels laid in layers including cost, conveyance, royalties and taxes of all materials and cost of all labours, watering and curing, sundries and T&P required for the work etc. complete as directed by Engineer-in-charge. (Boundary Wall)
10.88
-
3928.62
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