Tender For Construction Of Community Health Centre At Barkote In The District Of Deogarh., Deogarh-Odisha

TDR : 55581761

Tender Notice
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Deogarh , Odisha

Tender Brief : Tender For Construction Of Community Health Centre At Barkote In The District Of Deogarh.

Document Fees
₹ 10000 /-

EMD
₹ 1662000.0 /-

Tender Value
₹ 16.61 Crore /-

Submission Date
28-05-2026

Competition Type
Indian

Bidding Type
Tender

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1	CIVIL WORKProviding jungle cutting uprooting buses below 1.00m girth with cost of all labour and T&P required for the work etc. complete as directed by the Engineer- in- charge.Site clearnce
2	Excavation of foundation in ordinary soil within 50m initial lead and 1.5m initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge. Cut volume
3	Earth work in excavation of foundation in all kinds of soil within 50m initial lead and 1.50m initial lift including rough dressing breaking clods maximum 5cm to 7cm & laying in layers not exceeding 0.3m depth for the work complete including shoring, shuttering & dewatering (if required) with cost of all Labour, Labour cess ,Hire & Running charges of the water pumps, Sundries, T & P required for the work complete as directed by the Engineer- in- charge. Ground Floor
4	Compound wall
5	Drain
6	Excavation of Earth in Road work by using Hydaulic excavator & Tipper and disposing the earth with in 1000 Mtr. Lead including hire and running charges of machinaries as directed by the Engineer in Charge.Road
7	Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge.Ground floor
8	Compound wall
9	Drain
10	SSupplying and filling in foundation and plinth with good quality river sand including watering, ramming with cost, conveyances, royalties of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer-in-chargeGround floor
11	Compound wall
12	Drain
13	Providing & applying of pre constructional anti-termite treatment by drilling 12mm dia holes at distance of 30cm @ junction of wall & floor about 300mm apart deep enough to reach the soil below & chemical emulsion (IMIDACHLOPRIED 30.5SC mixed with 47.5ltr water) pumped these holes to soak the soil @ 1 ltr solution of each hole as per manufactures specification & the holes should be pluged the filling materials including cost of all materials, labour,conveyance, T&P , all taxes and hire charges of machinaries as per direction of Engineer-in-charge. Ground Floor
14	Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties of all materials and cost of all labours,labour cess, T&P etc complete as per the direction of the Engineer-in-charge.Ground Floor
15	Cement concrete of proportion (1:4:8) in foundation and floors using 4cm size clean hard black crusher 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 the required level ramming, watering, curing etc. complete including cost, conveyance, royalties of all materials with all labour and T&P required for the work etc. complete in all respect and as per the direction of the Engineer-in-charge.Compound wall
16	Drain
17	Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. Footing
18	Column up to Pl Lvl
19	Tie/Plinth Beam
20	Column up to Roof Lvl :- Ground Floor
21	First Floor
22	Second floor
23	Terrace floor
24	LINTEL :- Ground Floor
25	First Floor
26	Second Floor
27	Terrace floor
28	CHAJJA:- Ground Floor
29	First Floor
30	Second Floor
31	Terace Floor
32	ROOF BEAM:- Ground Floor
33	First Floor
34	Second Floor
35	Terrace floor
36	ROOF SLAB:- Ground Floor
37	First Floor
38	Second Floor
39	Terrace floor
40	STAIRCASE:- Ground Floor
41	First Floor
42	Second Floor
43	LIFT WALL:- Ground Floor
44	First Floor
45	Second Floor
46	Terrace floor
47	R.C.C. work of M-20 in following works using 12 mm. to 20 mm. (½” to ¾”) size (20 mm. not to exceed 25%) hard black crusher broken granite stone chips of approved quality from approved quarry including hoisting, lowering, laying and compacting concrete, watering curing, centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties, taxes of all materials with all labour,labour cess and T & P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S. rods or Tor steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding and tying the grills and placing in proper position and as per the direction of the Engineer-in-charge. Compound wall - Guard house - Footing
48	Coloumn
49	Plinth beam
50	Ground floor Roof beam
51	Ground floor Roof slab
52	First floor column
53	First floor Roof beam
54	First floor Roof slab
55	Drain -Base
56	Supplying Cutting, straightening coiled or bent up M.S. Rod or tor steel of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL / SHYAM STEEL (grade Fe-500D) etc. including bending, binding, welding, wastage & over lapping and jointing if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors with labour cess etc. (payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel only) etc. complete as per specification & direction of Engineer-in-charge.Ground Floor
57	First Floor
58	Second Floor
59	Terrace floor
60	Compound wall with guard house (Ground Floor)
61	Compound wall with guard house (First Floor)
62	Drain
63	Fly Ash brick masonry in cement mortar (1:6) in foundation & plinth using Fly Ash bricks of 23 x 11 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge.Ground floor
64	Compund wall
65	Fly Ash brick masonry in cement mortar (1:6) in super structure using Fly Ash bricks of 23 x 11 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge. Ground Floor
66	First Floor
67	Second floor
68	Terrace floor
69	Compound wall with guard house (Ground Floor)
70	Compound wall with guard house (First Floor)
71	Fly Ash brick masonry in cement mortar (1:4) in super structure using Fly Ash bricks of 23 x 11 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge.Ground Floor
72	First Floor
73	Second floor
74	Providing 12 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. Ground Floor
75	First Floor
76	Second Floor
77	Terrace floor
78	Compound wall with guard house (Ground Floor)
79	Compound wall with guard house (First Floor)
80	Providing 16 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge.Ground Floor
81	First Floor
82	Second Floor
83	Terrace floor
84	Compound wall with guard house (Ground Floor)
85	Compound wall with guard house (First Floor)
86	Providing 6 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to R.C.C. work after closed deep chipping & slurry treatment including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge.Ground Floor
87	First Floor
88	Second Floor
89	Compound wall with guard house (Ground Floor)
90	Supplying, fitting and fixing Matt finish full body vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mm x 600mm Plain (Ivory) of approved make (JOHNSON / SOMANY/ KAJARIA/ RAK) in floors on 20mm thick bed of C.M. (1:4)(1cement:4course sand) and filling the joint with white cement mixed with pigment to match the shades of the tileincluding cost of all materials, labour, labour cess, T&P etc. required for the work complete in all respect as directed by the Engineer in charge.Ground Floor
91	First Floor
92	Second Floor
93	Compound wall with guard house (Ground Floor)
94	Providing, fitting, fixing vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mm x 600mm Plain (Ivory) of approved make (JOHNSON / SOMANY/ KAJARIA/ RAK) as directed by Engineer-in-charge in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties of all materials all labour,labour cess complete in all respects as directed by the Engineer in charge.Ground Floor
95	First Floor
96	Second Floor
97	Compound wall with guard house (Ground Floor)
98	Providing full body matt finish vitrified tile flooring using vitrified tiles having thickness of min 10mm conforming to IS 13755 of 1200x600 (homogeneous) of premium quality (JOHNSON / SOMANY/ KAJARIA/ RAK) in floors, treads on steps and landings on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened and washed sharp sand for mortar and fixing with neat white cement slurry,grouting the joints with neat white cement slurry mixed with required quantities of pigments of approved make to match the shades of the vitrified tile if required , watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour,Labour cess , sundries, T&P required for the work, complete in all respect as per specification and direction of Engineer-in-charge. Ground Floor
99	First Floor
100	Second Floor
101	Fixing granite tiles of approved dimension area above 0.4 sqm (20mm thick) in floor, treads of steps and landing on 20mm thick bed of cement mortar (1:4) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties and taxes of all materials complete in all respects as per direction of Engineer-in-Charge. Ground Floor
102	First Floor
103	Second Floor
104	Compound wall with guard house (Ground Floor)
105	Fixing granite tiles of approved dimension area above 0.4 sqm (10mm thick) in Dados, treads of steps and landing on 12mm thick cement mortar (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties and taxes of all materials complete in all respects as per direction of Engineer-in-Charge. Ground Floor
106	First Floor
107	Second Floor
108	Supplying, fitting and fixing vetrified Industrial tiles in floors of premium grade having thickness 8mm to 10mm of size 300mm x 300mm confirming to IS 4457 with colour / printed series of approved make (JOHNSON / RAK / SOMANY/ KAJARIA) on 20mm thick bed of C.M. (1:4) including cost of all materials, labour, T&P etc. required for the work in all respect as directed by the Engineer in charge.Ground Floor
109	First Floor
110	Second Floor
111	Providing G.S.B Gr-VI stone screaning materials, spreading uniform layers with motor grader on prepared surface, mixing by mis in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density as per approved drawings & technical specifications and as per clause -401 of MoRT&H specifications for road & bridge works (5th revision) including cost , conveyance, royalty of materials, cost of labour, machinary, T&P etc. complete.Road
112	Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP-63:2018 as per direction of the Engineer-in-charge.Ground Floor
113	Supplying and fixing of Pre cast kerb stone of size 600mm x 300mm x 150mm of M-30 grade of approved make, design, colour and size made by Block making machine with proper compaction fixed in required pattern etc. complete in all respect as per direction of the Engineer-in-charge. Road
114	Supply, Installation, Testing of 2mm electrostatic dissipative flooring of robust E17 as per selected shade . Dissipative homogeneous PVC floor covering in rolls or tiles with permanent antistatic properties lessthan 2kv. The value of electrical resistance is in the range of 106 to 108 of standards EN1081 static electrical propensity less than 2 and as per standards EN1815 absrasion value according to En 660 2 less than or equal to4.0mm group M fire class BFls1 load class 34/43 after 28 days the TVOC 10 ug/m3 according ISO 16000-6 reach compliant ISO717-2 weightened improvement of impact sound inslation is 4db price includes supply, welding rod, 30mm coving, iinstalation & transportation. Second Floor
115	Supply, Installation, Testing of 2mm electrostatic dissipative flooring of robust E17 as per selected shade . Dissipative homogeneous PVC floor covering in rolls or tiles with permanent antistatic properties lessthan 2kv. The value of electrical resistance is in the range of 106 to 108 of standards EN1081 static electrical propensity less than 2 and as per standards EN1815 absrasion value according to En 660 2 less than or equal to4.0mm group M fire class BFls1 load class 34/43 after 28 days the TVOC 10 ug/m3 according ISO 16000-6 reach compliant ISO717-2 weightened improvement of impact sound inslation is 4db price includes supply, welding rod, 30mm coving, iinstalation & transportation.First Floor
116	Second Floor
117	Supply, Installation, Testing of 2mm electrostatic dissipative flooring of robust E17 as per selected shade . Dissipative homogeneous PVC floor covering in rolls or tiles with permanent antistatic properties lessthan 2kv. The value of electrical resistance is in the range of 106 to 108 of standards EN1081 static electrical propensity less than 2 and as per standards EN1815 absrasion value according to En 660 2 less than or equal to4.0mm group M fire class BFls1 load class 34/43 after 28 days the TVOC 10 ug/m3 according ISO 16000-6 reach compliant ISO717-2 weightened improvement of impact sound inslation is 4db price includes supply, welding rod, 30mm coving, iinstalation & transportation.Second Floor
118	Supplying and fixing of Powder coated 50-60 microns approved colour of Jindal aluminium 40mm Casement series Door Unit with suitable aluminium extrude profiles. the system is designed to accommodate 12mm clear toughened glass. the rate quoted inclusive of hardwares like antilift, roller, Espag lock cum handle, epdm gaskets, T mullion, Fly Mullion, bottom adopter, mid transom, glazing clip for 12 mm glass felt along with all accessories etc complete. The gap between the wall and window will be filled with silicon weather sealant in the outer side. including the cost of all materials ,hardware fittings,cost of all labour, conveyance, loading, un loading, T&P, etc, complete as per the direction of Engineer-in Charge.Ground Floor Please Enable Macros to View BoQ information
119	Supplying and fixing of Powder coated 50-60 microns approved colour of Jindal aluminium 40mm Casement series Door Unit with suitable aluminium extrude profiles. the system is designed to accommodate 12mm clear toughened glass. the rate quoted inclusive of hardwares like antilift, roller, Espag lock cum handle, epdm gaskets, T mullion, Fly Mullion, bottom adopter, mid transom, glazing clip for 12 mm glass felt along with all accessories etc complete. The gap between the wall and window will be filled with silicon weather sealant in the outer side. including the cost of all materials ,hardware fittings,cost of all labour, conveyance, loading, un loading, T&P, etc, complete as per the direction of Engineer-in Charge.Ground Floor Please Enable Macros to View BoQ information

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Tender For Construction Of Community Health Centre At Barkote In The District Of Deogarh., Deogarh-Odisha

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Sl. No.	Item Description
1	CIVIL WORKProviding jungle cutting uprooting buses below 1.00m girth with cost of all labour and T&P required for the work etc. complete as directed by the Engineer- in- charge.Site clearnce
2	Excavation of foundation in ordinary soil within 50m initial lead and 1.5m initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge. Cut volume
3	Earth work in excavation of foundation in all kinds of soil within 50m initial lead and 1.50m initial lift including rough dressing breaking clods maximum 5cm to 7cm & laying in layers not exceeding 0.3m depth for the work complete including shoring, shuttering & dewatering (if required) with cost of all Labour, Labour cess ,Hire & Running charges of the water pumps, Sundries, T & P required for the work complete as directed by the Engineer- in- charge. Ground Floor
4	Compound wall
5	Drain
6	Excavation of Earth in Road work by using Hydaulic excavator & Tipper and disposing the earth with in 1000 Mtr. Lead including hire and running charges of machinaries as directed by the Engineer in Charge.Road
7	Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge.Ground floor
8	Compound wall
9	Drain
10	SSupplying and filling in foundation and plinth with good quality river sand including watering, ramming with cost, conveyances, royalties of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer-in-chargeGround floor
11	Compound wall
12	Drain
13	Providing & applying of pre constructional anti-termite treatment by drilling 12mm dia holes at distance of 30cm @ junction of wall & floor about 300mm apart deep enough to reach the soil below & chemical emulsion (IMIDACHLOPRIED 30.5SC mixed with 47.5ltr water) pumped these holes to soak the soil @ 1 ltr solution of each hole as per manufactures specification & the holes should be pluged the filling materials including cost of all materials, labour,conveyance, T&P , all taxes and hire charges of machinaries as per direction of Engineer-in-charge. Ground Floor
14	Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties of all materials and cost of all labours,labour cess, T&P etc complete as per the direction of the Engineer-in-charge.Ground Floor
15	Cement concrete of proportion (1:4:8) in foundation and floors using 4cm size clean hard black crusher 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 the required level ramming, watering, curing etc. complete including cost, conveyance, royalties of all materials with all labour and T&P required for the work etc. complete in all respect and as per the direction of the Engineer-in-charge.Compound wall
16	Drain
17	Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. Footing
18	Column up to Pl Lvl
19	Tie/Plinth Beam
20	Column up to Roof Lvl :- Ground Floor
21	First Floor
22	Second floor
23	Terrace floor
24	LINTEL :- Ground Floor
25	First Floor
26	Second Floor
27	Terrace floor
28	CHAJJA:- Ground Floor
29	First Floor
30	Second Floor
31	Terace Floor
32	ROOF BEAM:- Ground Floor
33	First Floor
34	Second Floor
35	Terrace floor
36	ROOF SLAB:- Ground Floor
37	First Floor
38	Second Floor
39	Terrace floor
40	STAIRCASE:- Ground Floor
41	First Floor
42	Second Floor
43	LIFT WALL:- Ground Floor
44	First Floor
45	Second Floor
46	Terrace floor
47	R.C.C. work of M-20 in following works using 12 mm. to 20 mm. (½” to ¾”) size (20 mm. not to exceed 25%) hard black crusher broken granite stone chips of approved quality from approved quarry including hoisting, lowering, laying and compacting concrete, watering curing, centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties, taxes of all materials with all labour,labour cess and T & P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S. rods or Tor steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding and tying the grills and placing in proper position and as per the direction of the Engineer-in-charge. Compound wall - Guard house - Footing
48	Coloumn
49	Plinth beam
50	Ground floor Roof beam
51	Ground floor Roof slab
52	First floor column
53	First floor Roof beam
54	First floor Roof slab
55	Drain -Base
56	Supplying Cutting, straightening coiled or bent up M.S. Rod or tor steel of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL / SHYAM STEEL (grade Fe-500D) etc. including bending, binding, welding, wastage & over lapping and jointing if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors with labour cess etc. (payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel only) etc. complete as per specification & direction of Engineer-in-charge.Ground Floor
57	First Floor
58	Second Floor
59	Terrace floor
60	Compound wall with guard house (Ground Floor)
61	Compound wall with guard house (First Floor)
62	Drain
63	Fly Ash brick masonry in cement mortar (1:6) in foundation & plinth using Fly Ash bricks of 23 x 11 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge.Ground floor
64	Compund wall
65	Fly Ash brick masonry in cement mortar (1:6) in super structure using Fly Ash bricks of 23 x 11 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge. Ground Floor
66	First Floor
67	Second floor
68	Terrace floor
69	Compound wall with guard house (Ground Floor)
70	Compound wall with guard house (First Floor)
71	Fly Ash brick masonry in cement mortar (1:4) in super structure using Fly Ash bricks of 23 x 11 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge.Ground Floor
72	First Floor
73	Second floor
74	Providing 12 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. Ground Floor
75	First Floor
76	Second Floor
77	Terrace floor
78	Compound wall with guard house (Ground Floor)
79	Compound wall with guard house (First Floor)
80	Providing 16 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge.Ground Floor
81	First Floor
82	Second Floor
83	Terrace floor
84	Compound wall with guard house (Ground Floor)
85	Compound wall with guard house (First Floor)
86	Providing 6 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to R.C.C. work after closed deep chipping & slurry treatment including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge.Ground Floor
87	First Floor
88	Second Floor
89	Compound wall with guard house (Ground Floor)
90	Supplying, fitting and fixing Matt finish full body vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mm x 600mm Plain (Ivory) of approved make (JOHNSON / SOMANY/ KAJARIA/ RAK) in floors on 20mm thick bed of C.M. (1:4)(1cement:4course sand) and filling the joint with white cement mixed with pigment to match the shades of the tileincluding cost of all materials, labour, labour cess, T&P etc. required for the work complete in all respect as directed by the Engineer in charge.Ground Floor
91	First Floor
92	Second Floor
93	Compound wall with guard house (Ground Floor)
94	Providing, fitting, fixing vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mm x 600mm Plain (Ivory) of approved make (JOHNSON / SOMANY/ KAJARIA/ RAK) as directed by Engineer-in-charge in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties of all materials all labour,labour cess complete in all respects as directed by the Engineer in charge.Ground Floor
95	First Floor
96	Second Floor
97	Compound wall with guard house (Ground Floor)
98	Providing full body matt finish vitrified tile flooring using vitrified tiles having thickness of min 10mm conforming to IS 13755 of 1200x600 (homogeneous) of premium quality (JOHNSON / SOMANY/ KAJARIA/ RAK) in floors, treads on steps and landings on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened and washed sharp sand for mortar and fixing with neat white cement slurry,grouting the joints with neat white cement slurry mixed with required quantities of pigments of approved make to match the shades of the vitrified tile if required , watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour,Labour cess , sundries, T&P required for the work, complete in all respect as per specification and direction of Engineer-in-charge. Ground Floor
99	First Floor
100	Second Floor
101	Fixing granite tiles of approved dimension area above 0.4 sqm (20mm thick) in floor, treads of steps and landing on 20mm thick bed of cement mortar (1:4) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties and taxes of all materials complete in all respects as per direction of Engineer-in-Charge. Ground Floor
102	First Floor
103	Second Floor
104	Compound wall with guard house (Ground Floor)
105	Fixing granite tiles of approved dimension area above 0.4 sqm (10mm thick) in Dados, treads of steps and landing on 12mm thick cement mortar (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties and taxes of all materials complete in all respects as per direction of Engineer-in-Charge. Ground Floor
106	First Floor
107	Second Floor
108	Supplying, fitting and fixing vetrified Industrial tiles in floors of premium grade having thickness 8mm to 10mm of size 300mm x 300mm confirming to IS 4457 with colour / printed series of approved make (JOHNSON / RAK / SOMANY/ KAJARIA) on 20mm thick bed of C.M. (1:4) including cost of all materials, labour, T&P etc. required for the work in all respect as directed by the Engineer in charge.Ground Floor
109	First Floor
110	Second Floor
111	Providing G.S.B Gr-VI stone screaning materials, spreading uniform layers with motor grader on prepared surface, mixing by mis in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density as per approved drawings & technical specifications and as per clause -401 of MoRT&H specifications for road & bridge works (5th revision) including cost , conveyance, royalty of materials, cost of labour, machinary, T&P etc. complete.Road
112	Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP-63:2018 as per direction of the Engineer-in-charge.Ground Floor
113	Supplying and fixing of Pre cast kerb stone of size 600mm x 300mm x 150mm of M-30 grade of approved make, design, colour and size made by Block making machine with proper compaction fixed in required pattern etc. complete in all respect as per direction of the Engineer-in-charge. Road
114	Supply, Installation, Testing of 2mm electrostatic dissipative flooring of robust E17 as per selected shade . Dissipative homogeneous PVC floor covering in rolls or tiles with permanent antistatic properties lessthan 2kv. The value of electrical resistance is in the range of 106 to 108 of standards EN1081 static electrical propensity less than 2 and as per standards EN1815 absrasion value according to En 660 2 less than or equal to4.0mm group M fire class BFls1 load class 34/43 after 28 days the TVOC 10 ug/m3 according ISO 16000-6 reach compliant ISO717-2 weightened improvement of impact sound inslation is 4db price includes supply, welding rod, 30mm coving, iinstalation & transportation. Second Floor
115	Supply, Installation, Testing of 2mm electrostatic dissipative flooring of robust E17 as per selected shade . Dissipative homogeneous PVC floor covering in rolls or tiles with permanent antistatic properties lessthan 2kv. The value of electrical resistance is in the range of 106 to 108 of standards EN1081 static electrical propensity less than 2 and as per standards EN1815 absrasion value according to En 660 2 less than or equal to4.0mm group M fire class BFls1 load class 34/43 after 28 days the TVOC 10 ug/m3 according ISO 16000-6 reach compliant ISO717-2 weightened improvement of impact sound inslation is 4db price includes supply, welding rod, 30mm coving, iinstalation & transportation.First Floor
116	Second Floor
117	Supply, Installation, Testing of 2mm electrostatic dissipative flooring of robust E17 as per selected shade . Dissipative homogeneous PVC floor covering in rolls or tiles with permanent antistatic properties lessthan 2kv. The value of electrical resistance is in the range of 106 to 108 of standards EN1081 static electrical propensity less than 2 and as per standards EN1815 absrasion value according to En 660 2 less than or equal to4.0mm group M fire class BFls1 load class 34/43 after 28 days the TVOC 10 ug/m3 according ISO 16000-6 reach compliant ISO717-2 weightened improvement of impact sound inslation is 4db price includes supply, welding rod, 30mm coving, iinstalation & transportation.Second Floor
118	Supplying and fixing of Powder coated 50-60 microns approved colour of Jindal aluminium 40mm Casement series Door Unit with suitable aluminium extrude profiles. the system is designed to accommodate 12mm clear toughened glass. the rate quoted inclusive of hardwares like antilift, roller, Espag lock cum handle, epdm gaskets, T mullion, Fly Mullion, bottom adopter, mid transom, glazing clip for 12 mm glass felt along with all accessories etc complete. The gap between the wall and window will be filled with silicon weather sealant in the outer side. including the cost of all materials ,hardware fittings,cost of all labour, conveyance, loading, un loading, T&P, etc, complete as per the direction of Engineer-in Charge.Ground Floor Please Enable Macros to View BoQ information
119	Supplying and fixing of Powder coated 50-60 microns approved colour of Jindal aluminium 40mm Casement series Door Unit with suitable aluminium extrude profiles. the system is designed to accommodate 12mm clear toughened glass. the rate quoted inclusive of hardwares like antilift, roller, Espag lock cum handle, epdm gaskets, T mullion, Fly Mullion, bottom adopter, mid transom, glazing clip for 12 mm glass felt along with all accessories etc complete. The gap between the wall and window will be filled with silicon weather sealant in the outer side. including the cost of all materials ,hardware fittings,cost of all labour, conveyance, loading, un loading, T&P, etc, complete as per the direction of Engineer-in Charge.Ground Floor Please Enable Macros to View BoQ information

Tender For Construction Of Community Health Centre At Barkote In The District Of Deogarh., Deogarh-Odisha

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