Rural Development Department Tender
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Costs
EMD
₹ 39,630Document Cost
₹ 6,000Tender Fee
Refer Documents
Summary
Construction Of Ri Office Cum Residence At Kutraguda Under Bissamcuttacktahasil For The Year 2024-25
Description
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Contact
Tender Id
2025_CERWI_110000_5Tender No
EERWRGD-Online-06/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Random rubble hard granite stone masonry in cement mortar (1:6) in foundation and plinth with hard black broken granite stone of approved size and quality and from approved quarry including splays cutting circular moulding and similar such type of work with neCessaryprojections, chamfering and corbelling watering and curing etc, complete including cost and conveyance of all materials with alland royalties and labour with T&P required for the work with Cess etc, complete as per the direction of Engineer-In-Charge.
26.33
4396
115753
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Fly Ash brick masonary in Cement Mortar (1:6) in foundation/Superstructure using-fly ash-brick of 25cm X 12cm X 8cm size having a crushing strength in between 75kg to 100 kg per Sq.cm with dimensional tolerance ± 8% including splays cutting circular moulding chamfering & corbelling watering and curring for 7days after immersing the bricks in water for six hours before use etc. complete including cost & conveyance of all materials & labour required for the work with all& royalties with all T&P & Cess etc, complete in all respect as per the direction of Engineer-in-charge.
4.72
5941
28045.48
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Fly Ash brick masonary in Cement Mortar (1:6) in foundation/Superstructure using-fly ash-brick of 23cm X 11cm X 8cm size having a crushing strength in between 75kg to 100 kg per Sq.cm with dimensional tolerance ± 8% including splays cutting circular moulding chamfering & corbelling watering and curring for 7days after immersing the bricks in water for six hours before use etc. complete including cost & conveyance of all materials & labour required for the work with all& royalties with all T&P & Cess etc, complete in all respect as per the direction of Engineer-in-charge. GROUND FLOOR
36.71
5975
219348.49
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FIRST FLOOR
27.5
6329
174070.6
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2ND FLOOR
13.04
6737
87859.61
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Cement concrete of proportion (1:2:4) using 12mm (1/2") size clean crusher broken grantie chips of approved quality from approved quarry including hoisting lowering and levelling in position to required level including frame work where neCessary ramming and levelling cruing dewatering with cost conveyanceand royalties labour of all materials including hire and running charges of machineries T&P required for the work with Cess etc, complete as per specification and direction of Engineer-in-charge.
1.37
7140
9782.61
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RCC of M-25 of controlled quality having minimum cube strength of 250 Kg/cm2 of 150 mm cubes at 28days with hard crusher broken granite chips of 20mm size and down graded consistence with strength and cover of concrete of approved quality from approved quarry including hoisting lowering and laying concrete in layers to the required thickness and compacting each layers by means of vibrator as per direction of Engineer in charge including watering with cost and carriage of water, curing and steel shuttering and finishing the exposed surface smooth providing grooves and beads where necessary with working of pumps and other T&P machineries as may be required for the work including cost, conveyance, royalty taxes etc, of all materials required for the work with cess etc complete in all respect excluding cost conveyance of MS/TS rods labour for straightening cutting bending binding and tying the grills and placing in propore position as per specification and direction of Engineer in charge.
GROUND FLOOR
Column base
14.55
6157
89597.15
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Grade Beam
3.19
7024
22407.07
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Lintel
1.97
13770
27128.59
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FIRST FLOOR
Lintel
1.62
14410
23345.4
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2ND FLOOR
Lintel
0.55
15172
8345.07
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GROUND FLOOR
Column
3.91
17679
69126.53
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FIRST FLOOR
Column
2.61
19327
50444.23
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SECOND FLOOR
0.47
21299
10010.54
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GROUND FLOOR
Roof Slab
8.48
13336
113094.11
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FIRST FLOOR
Roof Slab
8.8
14166
124666.17
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SECOND FLOOR
Roof Slab
1.8
15156
27282.47
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GROUND FLOOR
Beam at Roof
3.05
17679
53922.23
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FIRST FLOOR
Beam at Roof
3.19
19327
61654.06
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SECOND FLOOR
Beam at Roof
0.67
21299
14270.34
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GROUND FLOOR
Chajja
5.04
1192
6008.49
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FIRST FLOOR
Chajja
3.3
1278
4217.5
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SECOND FLOOR
Chajja
0.72
1380
994.11
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GROUND FLOOR
Fins
2.52
1422
3585.91
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FIRST FLOOR
Fins
1.8
1562
2812.36
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SECOND FLOOR
Fins
0.36
1729
622.58
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GROUND FLOOR
Stair case
2.84
16219
46064.03
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FIRST FLOOR
Stair case
2.84
17622
50047.22
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Providing and supplying of HYSD bars confirming to approved grade including straightening cutting bending bindiing lapping , welding etc confirming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design placing the grills in position including cost & conveyance of tor steel & binding wires of 18 to 20 guage including cess etc complete as per the specifiction and direction of Engineer-in- charge GROUND FLOOR
40.95
8755
358528.31
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FIRST FLOOR
23.25
8786
204288.92
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SECOND FLOOR
4.09
8819
36071.88
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Providing 2.5Cm. thick grading concrete (1:2:2) on roof slab with 6mm size hard broken granite chips including cost conveyance royality of all materials, labour T&P, Cess etc. complete as per direction of EIC.
GROUND FLOOR
67.92
372
25268.96
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FIRST FLOOR
70.51
409
28851.99
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Supplying,fitting & fixing vitrified tile in floors of size 600mm x 600mm of approved make conforming to IS:13755 laid on 20 mm thick cement mortar (1:4) (1 cement:4 course sand) and filling joints with white cement of approved quality including cost of all materials labour T &P etc required for the work all complete as per direction ofEngineer-In-Charge. (For New work Only)
Ground Floor
73.71
1118
82446.85
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FIRST FLOOR
62.12
1131
70268.28
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SECOND FLOOR
11.07
1144
12669.06
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Providing and fixing Vertified tiles 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 as directed by the Engineer-in-charge. Ground Floor
16.2
1152
18672.44
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FIRST FLOOR
14.76
1171
17293.55
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SECOND FLOOR
6.42
1191
7650.26
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Providing and fixing Chequred tiles in floors, treads of on 25mm th bed of cement mortar (1:1) (1 cement:1 sand) joined with neat cement slurry mixed with pigment to match the shade of tiles including rubbing, polishing including cost of tiles, conveyance,& labour, T&P and Cess etc. complete in all respect as per specification and direction of the Engineer-in-charge
Ramp
6.86
1037
7115.95
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Providing, fitting & Fixing CeramicFixing tiles in dado, skirting and rises of steps on 12mm thick cement plaster (1:3) joined with neat cement slurry mixed with pigments to match the shade of the tiles including rubbing and polishing complete including cost of precast tiles. with cost, conveyance of all materials labour T&P required for the work & Cess etc. complete in all respect as per direction of EIC
Ground floor
35.04
1356
47514.24
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FIRST FLOOR
35.05
1375
48194.8
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12mm (1/2") thick cement plaster in C.M (1:6) finsihed smooth to out side brick walls after racking out the joints including watering & curing for seven days with cost and conveyance of all materials and laobur with T&P required for the work with all , royalties & Cess etc, complete in all floors as per direction of Engineer-in-charge. Ground floor
120.53
182
22023.24
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FIRST FLOOR
140.4
190
26680.21
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SECOND FLOOR
36.26
197
7168.6
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16mm (5/8") thick cement plaster in C.M. (1:6)finished smooth to inside surface of 9" thick brick wall after racking out the joints including watering & curing for seven days with cost and conveyance of all materials and labour with T&P required for the work with all , royalties & Cess etc, complete in all floor as per direction of Engineer-in-charge. Ground floor
277.99
264
73547.81
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FIRST FLOOR
237.13
271
64293.06
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SECOND FLOOR
27.92
277
7758.41
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20mm (3/4") thick cement plaster with cement mortar (1:6) to stone masonary after racking out the joints including watering & curing for seven days with cost and conveyance of all materials and labour with T&P required for the work with allroyalties & Cess etc, complete in all floors as per direction of Engineer-in-charge. Plinth plaster
30.59
275
8414.7
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Providing Iron grill gates with all cost and labour
Ground Floor
Stair case room grill door
100.8
73
7392.67
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FIRST FLOOR
Stair case room grill door
88.2
73
6468.59
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SECOND FLOOR
grill gate
73.5
73
5390.49
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Providing and fixing Iron grills for window with all cost conveyance of all materials
Ground floor
153
72
11081.79
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FIRST FLOOR
108
72
7822.44
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Labour for fitting fixing door and window shutter including all cost conveyance and labour for fixing.
Ground floor
Door grill
2.88
25
72.6
... More
FIRST FLOOR
Door grill
2.52
25
63.53
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SECOND FLOOR
Door grill
2.1
25
52.94
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Ground floor
Window/Ventilator grill
6.12
13
80.48
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FIRST FLOOR
Window/Ventilator grill
4.32
13
56.81
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Providing, fitting, fixing of Aluminium Door with OEL anodized Aluminium door section of 9202 as vertical member, 9201 as top member and 9200 as bottom and middle member and 6mm thick plain glass in top portion with 12mm thick pre-laminated board in bottom portion fixed on door frame by means of tappered clip No.4660 and the frame to be completed by means of jointing angle No.1855 including all cost of labour, T&P, hire charges of of drilling machine, labour charges etc. complete as per direction of Engineer-in-charge. Ground floor
11.28
7421
83718.81
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FIRST FLOOR
11.34
7421
84164.12
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Supplying , fitting,fixing up window (sliding type) made up aluminium section 151-154, 151-155, as windows frame section No.151-155, 151-153 and 151-167 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 all taxes labour, T&P etc. complete as per direction of the Engineer-in-charge. Ground floor
57.96
4960
287534.92
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FIRST FLOOR
4.32
4960
21431.17
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Painting two coats with any approved paint over a coat of priming to new wood work and iron work including cost of the primer and paints including and papering, polishing the surface in all respect with cost, conveyance andof all materials and labour, Cess with T&P required for the work etc. complete in all respect.
Ground floor
4.26
255
1088.86
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FIRST FLOOR
3.21
261
840.92
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SECOND FLOOR
1.05
268
281.96
... More
Distempering two coats over a coat of oil bound primer to the wall surface with any approved shadeincluding cost of distemper and primer with conveyance royalities andof allmaterials and labour with T&P required for the work with Cess etc, complete in all respect as per direction of Engineer-in-charge. Ground floor
335.5
165
55656.09
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FIRST FLOOR
284.49
169
48118.64
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SECOND FLOOR
33
169
5598.12
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Finishing wall surface two coats with any approved weather shield cement paint over a coat of oil bound primerto outer wall surface after celaning surface including cost of paint and primer watering curing with cost conveyance andof all materials and labour with T&P and Cessrequired for the work etc, complete in all respect as per the direction of Engineer-in-Charge. Ground floor
151.12
160
24281.96
... More
FIRST FLOOR
140.4
163
22923.11
... More
SECOND FLOOR
36.26
165
6014.08
... More
Supplying fitting of Stainless steel of 304 garde in hand railing using 50 mm dia of 2 mm thick circular pipe with balustarade of size 32mm X 32 mm X X2 mm in 3 rows in stair case as per approved design and specification buffering polisging etc. including cost conveyance of all materials complete as per direction of the Engineer- in - Charge.
Ground floor
10.67
3854
41127.52
... More
FIRST FLOOR
6.1
3854
23512.45
... More
CC Road
Earth work in excavation in foundation in hard soil or gravelly soil within 50m. Initial lead and 1.5m. Initial lift including rough dressing and breaking clods to maximum 5cm.to 7cm. and laying in layers not exceeding 0.3 m. in depth asper direction of the Engineer-in-charge.
21.68
223
4845.7
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Providing & filling manualy with aproved quality of sand in layers not exceeding 150mm thick including watering ramming to proper density with cost,conveyance, royality, taxes of all materials and cost of all labour & T & P as required for the item of work including cess etc complete as per specification & direction of Engineer-in-charge.
14.46
469
6782.17
... More
Providing and laying plain cement concrete of M-15 of controlled quality having a minimum compressive strength (in work test) of 150Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using hard crusher broken granite materials of 40mm size and down graded consistence with strength of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyance royalitteis and taxes of all materials and labour with T&P & cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge.
10.84
4470
48460.65
... More
Providing cement concrete (1:11/2:3) with 12mm size clean crusher broken granite chips aggregate of approved quality from approved quarry including hoisting, lowering & levelling in position to required level in each layer not exceeding 15cm thick including frame work where necessary ramming using vibrator to proper slope and levelling curing dewatering if necessary with cost, conveyance taxes royalty labour of all materials and including hire and running charges of machinaries T&P required for the work including supplying and working of pumps and cess as per the specification and direction of Engineer-in-charge.
25.3
7840
198375.53
... More
Providing & filling of Bitumen and cement and jute fiber in expansion joints of C.C road at an interval of 5.00 mtr including cost, conveyance, royalty taxes of all materials, bitumen and cement proportion (3:1) including cleaning before pouring 12mm to 25mm and 15 cm depth with cost of all labour and T&P required for the work with cess etc complete as per specification & direction of Engineer-in-charge.
37.5
10
390
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