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Tender Value
₹52.9 L
EMD Value
₹53,000
Closing Date
19 Aug 2026, 5:30 pmClosed
- Rajeev Kumar Dani(DFLT)
KORIYA
Construction Of Model Registry Office For Sub Registrar At Manedragarh Ditt-M.C.B. (C.G.)
196931
NIT 72 Date 28.07.2026
RESTRICTED TENDER
WORKS
PERCENTAGE
9 days
KORIYA
Required Past Technical Experience: AS PER NIT
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
10 documents required · 10 mandatory
Chhattisgarh Housing Board (CGHB)
WORKS
- Rajeev Kumar Dani(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
KORIYA
TENDER
EXECUTIVE ENGINEER
120
9.00
No
0
196931
19 Aug, 2026 5:30:00 PM IST
21 Aug, 2026 11:00:00 AM IST
5 Aug, 2026 5:00:00 PM IST
NIT 72 Date 28.07.2026
Construction Of Model Registry Office For Sub Registrar At Manedragarh Ditt-M.C.B. (C.G.)
53000.00 INR
Demand Draft (OFFLINE)
5288000.00
2
20 Aug, 2026 5:30:00 PM IST
5288000
AS PER NIT
AS PER NIT
AS PER NIT
10000.00 INR
13d 21h 37m
10 documents required · 10 mandatory
₹10,000
₹53,000
5 Aug 2026
5 Aug 2026
21 Aug 2026
5 Aug 2026
20 Aug 2026
DETAIL ESTIMATE AND ABSTRACT FOR CONSTRUCTION OF TAHSIL OFFICE BHILAI 03 DISTT DURG CHHATTISGARH
CIVIL WORK & WATER SUPPLY
S. No. I. No. PARTICULAR Measurement QTY UNIT RATE AMOUNT
PART A CIVIL WORK
1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). 1 45.00 15.30 688.50 sqm 7.20 4957.20
2 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.
1.1.1 In all types of soils.
Horizontel 2 42.30 0.30 0.20 5.08
3 1.6 Extra for every additional lift of 1.5 m or part thereof.
1.6.1 All types of soils
4 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.
horizontal 2 42.30 0.30 0.10 2.54
tahsil court 1 6.20 4.20 1.00 26.04
nayab tahsildar 1 6.20 4.20 1.00 26.04
retiring room 1 3.00 4.20 1.00 12.60
tahsil office 1 6.20 4.20 1.00 26.04
retiring room 1 3.00 4.20 1.00 12.60
patwari room 1 3.00 4.20 1.00 12.60
revenu inspector room 1 4.20 7.50 1.00 31.50
entrance hall 1 5.30 4.20 1.00 22.26
5 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).
Horizontel 2 42.30 0.30 0.10 2.54
tahsil court 1 6.20 4.20 0.10 2.60
nayab tahsildar 1 6.20 4.20 0.10 2.60
retiring room 1 3.00 4.20 0.10 1.26
tahsil office 1 6.20 4.20 0.10 2.60
record room 1 3.00 4.20 0.10 1.26
retiring room 1 3.00 4.20 0.10 1.26
patwari room 1 3.00 4.20 0.10 1.26
record room 1 3.00 4.20 0.10 1.26
revenu inspector room 1 4.20 7.50 0.10 3.15
entrance hall 1 5.30 4.20 0.10 2.23
6 1.18 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in each deposited layer by ramming and watering with
For Footing (Total Excavated Earth) 277.63
Deduct : PCC Work 25.98
7 3.3 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work.
3.3.1 M-20 Grade
Column upto Plinth 59 0.20 0.40 1.70 8.02
For ground/plinth Beam
tahsil court 2 6.20 0.20 0.40 0.99
tahsil court 2 4.20 0.20 0.40 0.67
nayab tahsildar room 2 6.20 0.20 0.40 0.99
nayab tahsildar room 2 4.20 0.20 0.40 0.67
retiring room 2 3.00 0.20 0.40 0.48
retiring room 2 4.20 0.20 0.40 0.67
tahsil office 2 6.20 0.20 0.40 0.99
tahsil office 2 4.20 0.20 0.40 0.67
record room 2 3.00 0.20 0.40 0.48
record room 1 4.20 0.20 0.40 0.34
retiring room 2 3.00 0.20 0.40 0.48
retiring room 1 4.20 0.20 0.40 0.34
patwari room 2 3.00 0.20 0.40 0.48
patwari room 2 4.20 0.20 0.40 0.67
record room 2 3.00 0.20 0.40 0.48
revenu inspector room 2 4.20 0.20 0.40 0.67
revenu inspector room 2 7.50 0.20 0.40 1.20
entrance hall 1 5.30 0.20 0.40 0.42
entrance hall 1 4.20 0.20 0.40 0.34
projection 10 0.50 0.20 0.40 0.40
For Lintel Beam
tahsil court 2 6.20 0.20 0.20 0.50
tahsil court 2 4.20 0.20 0.20 0.34
nayab tahsildar room 2 6.20 0.20 0.20 0.50
nayab tahsildar room 1 4.20 0.20 0.20 0.17
retiring room 2 3.00 0.20 0.20 0.24
retiring room 1 4.20 0.20 0.20 0.17
tahsil office 2 6.20 0.20 0.20 0.50
tahsil office 2 4.20 0.20 0.20 0.34
record room 2 3.00 0.20 0.20 0.24
record room 1 4.20 0.20 0.20 0.17
retiring room 2 3.00 0.20 0.20 0.24
retiring room 1 4.20 0.20 0.20 0.17
patwari room 2 3.00 0.20 0.20 0.24
patwari room 1 4.20 0.20 0.20 0.17
record room 2 3.00 0.20 0.20 0.24
revenu inspector room 2 4.20 0.20 0.20 0.34
revenu inspector room 2 7.50 0.20 0.20 0.60
entrance hall 1 5.30 0.20 0.20 0.21
entrance hall 1 4.20 0.20 0.20 0.17
projection 10 0.50 0.20 0.20 0.20
tahsil court 2 6.20 0.20 0.40 0.99
tahsil court 2 4.20 0.20 0.40 0.67
nayab tahsildar room 2 6.20 0.20 0.40 0.99
nayab tahsildar room 1 4.20 0.20 0.40 0.34
retiring room 2 3.00 0.20 0.40 0.48
retiring room 1 4.20 0.20 0.40 0.34
tahsil office 2 6.20 0.20 0.40 0.99
tahsil office 2 4.20 0.20 0.40 0.67
record room 2 3.00 0.20 0.40 0.48
record room 1 4.20 0.20 0.40 0.34
retiring room 2 3.00 0.20 0.40 0.48
retiring room 1 4.20 0.20 0.40 0.34
patwari room 2 3.00 0.20 0.40 0.48
patwari room 1 4.20 0.20 0.40 0.34
record room 2 3.00 0.20 0.40 0.48
revenu inspector room 2 4.20 0.20 0.40 0.67
revenu inspector room 2 7.50 0.20 0.40 1.20
entrance hall 1 5.30 0.20 0.40 0.42
entrance hall 1 4.20 0.20 0.40 0.34
projection 10 0.50 0.20 0.40 0.40
8 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
Above Plinth 124.87 cum 97.50 12174.44
9 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
A 2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
For Ground Beam
tahsil court 4 6.20 0.40 9.92
tahsil court 4 4.20 0.40 6.72
nayab tahsildar room 4 6.20 0.40 9.92
nayab tahsildar room 4 4.20 0.40 6.72
retiring room 4 3.00 0.40 4.80
retiring room 2 4.20 0.40 3.36
sdo court 4 6.20 0.40 9.92
sdo court 2 4.20 0.40 3.36
tahsil office 4 6.20 0.40 9.92
tahsil office 4 4.20 0.40 6.72
record room 4 3.00 0.40 4.80
record room 2 4.20 0.40 3.36
malkhana 4 3.00 0.40 4.80
malkhana 2 4.20 0.40 3.36
najir room 4 3.00 0.40 4.80
najir room 2 4.20 0.40 3.36
retiring room 4 3.00 0.40 4.80
retiring room 2 4.20 0.40 3.36
sdo court 4 6.20 0.40 9.92
sdo court 2 4.20 0.40 3.36
water room 4 4.20 0.40 6.72
water room 4 1.20 0.40 1.92
patwari room 4 3.00 0.40 4.80
patwari room 2 4.20 0.40 3.36
record room 4 3.00 0.40 4.80
revenu inspector room 4 4.20 0.40 6.72
revenu inspector room 4 7.50 0.40 12.00
entrance hall 4 5.30 0.40 8.48
entrance hall 2 4.20 0.40 3.36
projection 20 0.50 0.40 4.00
B 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape
C 2.1.8 Beams, lintels, cantilevers & walls
For Lintel Beam
tahsil court 4 6.20 0.20 4.96
tahsil court 4 4.20 0.20 3.36
nayab tahsildar room 4 6.20 0.20 4.96
nayab tahsildar room 2 4.20 0.20 1.68
retiring room 4 3.00 0.20 2.40
retiring room 2 4.20 0.20 1.68
sdo court 4 6.20 0.20 4.96
sdo court 2 4.20 0.20 1.68
tahsil office 4 6.20 0.20 4.96
tahsil office 4 4.20 0.20 3.36
record room 4 3.00 0.20 2.40
record room 2 4.20 0.20 1.68
malkhana 4 3.00 0.20 2.40
malkhana 2 4.20 0.20 1.68
najir room 4 3.00 0.20 2.40
najir room 2 4.20 0.20 1.68
retiring room 4 3.00 0.20 2.40
retiring room 2 4.20 0.20 1.68
sdo court 4 6.20 0.20 4.96
sdo court 2 4.20 0.20 1.68
water room 4 4.20 0.20 3.36
water room 4 1.20 0.20 0.96
patwari room 4 3.00 0.20 2.40
patwari room 2 4.20 0.20 1.68
record room 4 3.00 0.20 2.40
revenu inspector room 4 4.20 0.20 3.36
revenu inspector room 4 7.50 0.20 6.00
entrance hall 2 5.30 0.20 2.12
entrance hall 2 4.20 0.20 1.68
projection 20 0.50 0.20 2.00
tahsil court 4 6.20 0.40 9.92
tahsil court 4 4.20 0.40 6.72
nayab tahsildar room 4 6.20 0.40 9.92
nayab tahsildar room 2 4.20 0.40 3.36
retiring room 4 3.00 0.40 4.80
retiring room 2 4.20 0.40 3.36
sdo court 4 6.20 0.40 9.92
sdo court 2 4.20 0.40 3.36
tahsil office 4 6.20 0.40 9.92
tahsil office 4 4.20 0.40 6.72
record room 4 3.00 0.40 4.80
record room 2 4.20 0.40 3.36
malkhana 4 3.00 0.40 4.80
malkhana 2 4.20 0.40 3.36
najir room 4 3.00 0.40 4.80
najir room 2 4.20 0.40 3.36
retiring room 4 3.00 0.40 4.80
retiring room 2 4.20 0.40 3.36
sdo court 4 6.20 0.40 9.92
sdo court 2 4.20 0.40 3.36
water room 4 4.20 0.40 6.72
water room 4 1.20 0.40 1.92
patwari room 4 3.00 0.40 4.80
patwari room 2 4.20 0.40 3.36
record room 4 3.00 0.40 4.80
revenu inspector room 4 4.20 0.40 6.72
revenu inspector room 4 7.50 0.40 12.00
entrance hall 2 5.30 0.40 4.24
entrance hall 2 4.20 0.40 3.36
projection 20 0.50 0.40 4.00
D 2.1.7 Suspended floors, roofs, access Kitchen Platform, balconies (plain surfaces) and shelves (cast in situ)
outer projection 2 42.30 0.50 42.30
outer projection 2 14.50 0.50 14.50
tahsil court 1 6.20 4.20 26.04
nayab tahsildar 1 6.20 4.20 26.04
retiring room 1 3.00 4.20 12.60
tahsil office 1 6.20 4.20 26.04
record room 1 3.00 4.20 12.60
malkhana 1 3.00 4.20 12.60
najir room 1 3.00 4.20 12.60
retiring room 1 3.00 4.20 12.60
water room 1 3.00 1.40 4.20
patwari room 1 3.00 4.20 12.60
record room 1 3.00 4.20 12.60
revenu inspector room 1 4.20 7.50 31.50
entrance hall 1 5.30 4.20 22.26
outer projection 2 42.30 0.10 8.46
E 2.1.13 Weather shade, chhajja, Cornices and mouldings
chajja front 2 42.30 0.10 8.46
chajja side 4 0.50 0.10 0.20
chajja front 2 12.30 0.10 2.46
chajja side 4 0.50 0.10 0.20
chajja front 12 3.00 0.10 3.60
chajja side 12 0.50 0.10 0.60
10 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
3.12.1 Thermo-Mechanically treated bars FE 415 (Make:- Tata / Sail / Goel /Jindal /Gk or Equivalent)
11 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work.
12 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:
7.5.3 Cement Mortar 1:5 (1 cement : 5 coarse sand)
13 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:
7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)
tahsil court 2 6.20 0.20 3.00 7.44
tahsil court 2 4.20 0.20 3.00 5.04
nayab tahsildar room 2 6.20 0.20 3.00 7.44
nayab tahsildar room 1 4.20 0.20 3.00 2.52
retiring room 2 3.00 0.20 3.00 3.60
retiring room 1 4.20 0.20 3.00 2.52
tahsil office 2 6.20 0.20 3.00 7.44
tahsil office 2 4.20 0.20 3.00 5.04
record room 2 3.00 0.20 3.00 3.60
record room 1 4.20 0.20 3.00 2.52
retiring room 2 3.00 0.20 3.00 3.60
retiring room 1 4.20 0.20 3.00 2.52
patwari room 2 3.00 0.20 3.00 3.60
patwari room 1 4.20 0.20 3.00 2.52
record room 2 3.00 0.20 3.00 3.60
revenu inspector room 2 4.20 0.20 3.00 5.04
revenu inspector room 2 7.50 0.20 3.00 9.00
entrance hall 1 5.30 0.20 3.00 3.18
entrance hall 1 4.20 0.20 3.00 2.52
projection 10 0.50 0.20 3.00 3.00
Deduction of opening
Hence the nett oty A-B 162.70 cum 3263.00 530877.05
14 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
15 7.11 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level:
7.11.4 Cement Mortar 1:4 (1 cement : 4 coarse sand)
16 7.12 Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level: 44.28 sqm 11.00 487.08
17 7.20 Extra for providing and placing in position hopping 25x1.60 mm or 2 Nos 6mm dia MS bars reinforcement at every third course of half brick masonry. 44.28 sqm 62.50 2767.50
18 8.1 Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position.
8.1.2 Sal, bijasal, benteak, khair, haldu
19 8.36 Providing and fixing commercial grade water proof ply for wall paneling on wooden frame with necessary nails complete as required.
20 8.11 Providing and fixing powder coated M.S. sliding door bolts with bolts, nuts and necessary iron screws
21 8.115. Providing and fixing powder coated M.S. tower bolts (Barrel type) with necessary iron screws:
22 8.116. Providing and fixing powder coated M.S. handles with necessary iron screws:
23 8.119. Providing and fixing powder coated MS hanging door stopper with necessary powder coated MS steel screws complete. 1 30.00 30.00 each 15.00 450.00
24 9.18 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete inprofile section applying a priming coat of red oxide zinc chromate primer.
9.18.5 Double rebate 115mmx50mm size, 1.6mm thick sheet 6 7.20 43.20
24 8.12 Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges. (Make:- Green Board/ National/ Centuary or Equivalent)
8.12.2 35 mm. thick (single leaf)
25 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.
26 8.148 Providing and fixing factory made UPVC door frame made of UPVC profile section having an overall dimension as below (tolerance ± 1mm) with wall thickness 2.0mm ± 0.2mm, corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm ± 0.1mm wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge 7 0.80 2.10 11.76 Mtr 196.00 2304.96
27 8.150 Providing and fixing factory made 25mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762mm X 25mm or less as per requirement with an average wall thickness of 1mm ± 0.3mm. PVC foam end cap of size 23x10mm are provided on both vertical edges to ensure the overall thickness of 25mm. An M.S. tube having dimensions 19mm x 19mm is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25mm X 11mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufactures' specification. 7 0.80 2.10 11.76 SQM 2583.00 30376.08
28 9.53 Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side having 12 mm air gap including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. complete.
29 9.34 Providing and fixing stainless wire gauge of average width of aperture 1.56mm with wire of 0.35mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete.
30 11.41 Providing and fixing chicken mesh weighting not less than 250 gms/sqm as per IS : specification in the required width with 40mm long steel nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc. complete before plastering upto 10mts in height.
31 12.79 Providing and laying vitrified floor tiles with double charge/ multi charge (minimum 2.0 mm thick layer) with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.
12.79.1 Size 600x600mm thickness 9 to 10 mm
tahsil court 1 6.20 4.20 26.04
nayab tahsildar 1 6.20 4.20 26.04
retiring room 1 3.00 4.20 12.60
tahsil office 1 6.20 4.20 26.04
record room 1 3.00 4.20 12.60
malkhana 1 3.00 4.20 12.60
najir room 1 3.00 4.20 12.60
retiring room 1 3.00 4.20 12.60
water room 1 3.00 1.40 4.20
patwari room 1 3.00 4.20 12.60
record room 1 3.00 4.20 12.60
revenu inspector room 1 4.20 7.50 31.50
entrance hall 1 5.30 4.20 22.26
32 12.36 Chequered terrazzo tiles 22 mm thick with graded marble chips of size upto 6mm in floors on 25mm thick bed of cement mortar 1:6 (1 cement : 6 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles including grinding rubbing and polishing complete.
12.36.2 Medium shade using approximately. 50% white cement and 50% ordinary cement 1 6.00 4.00 24.00
33 12.74 Providing and fixing rectified glazed ceramic tiles of 1st quality conforming to IS : 15622-2017 of approved make,in colours, shades over 20 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.
12.74.1 Size 300x300mm thickness 7 to 8 mm
34 12.75 Providing and fixing rectified glazed ceramic wall/dado tiles of 1st quality conforming to IS : 15622-2017 of approved make,in colours, shades on wall /dado over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.
12.75.1 Size 300x450mm thickness 7 to 8 mm
35 11.1 Providing and making 6mm thick cement plaster of mix:
11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand)
Shuttering of suspended floor 489.52
chajja shuttering 79.12
36 11.2 Providing and making 12mm thick cement plaster of mix:
11.2.4 In Cement Mortar 1:5 (1 cement : 5 fine sand)
tahsil court 2 6.20 3.60 44.64
tahsil court 2 4.20 3.60 30.24
nayab tahsildar room 2 6.20 3.60 44.64
nayab tahsildar room 1 4.20 3.60 15.12
retiring room 2 3.00 3.60 21.60
retiring room 1 4.20 3.60 15.12
tahsil office 2 6.20 3.60 44.64
tahsil office 2 4.20 3.60 30.24
record room 2 3.00 3.60 21.60
record room 1 4.20 3.60 15.12
malkhana 2 3.00 3.60 21.60
malkhana 1 4.20 3.60 15.12
najir room 2 3.00 3.60 21.60
najir room 1 4.20 3.60 15.12
retiring room 2 3.00 3.60 21.60
retiring room 1 4.20 3.60 15.12
water room 2 4.20 3.60 30.24
water room 2 1.20 3.60 8.64
patwari room 2 3.00 3.60 21.60
patwari room 1 4.20 3.60 15.12
record room 2 3.00 3.60 21.60
revenu inspector room 2 4.20 3.60 30.24
revenu inspector room 2 7.50 3.60 54.00
entrance hall 1 5.30 3.60 19.08
entrance hall 1 4.20 3.60 15.12
projection 10 0.50 3.60 18.00
TOTAL 1053.36 A
Side Gate 1 2.10 2.10 4.41
Hence the nett qty (A-B) 959.10 sqm
Total 12mm Plaster 959.10 Sqm 91.50 87757.65
37 11.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:
11.3.4 In Cement Mortar 1:5 (1 cement : 5 fine sand)
tahsil court 2 6.20 3.60 44.64
tahsil court 2 4.20 3.60 30.24
nayab tahsildar room 2 6.20 3.60 44.64
nayab tahsildar room 1 4.20 3.60 15.12
retiring room 2 3.00 3.60 21.60
retiring room 1 4.20 3.60 15.12
tahsil office 2 6.20 3.60 44.64
tahsil office 2 4.20 3.60 30.24
record room 2 3.00 3.60 21.60
record room 1 4.20 3.60 15.12
malkhana 2 3.00 3.60 21.60
malkhana 1 4.20 3.60 15.12
najir room 2 3.00 3.60 21.60
najir room 1 4.20 3.60 15.12
retiring room 2 3.00 3.60 21.60
retiring room 1 4.20 3.60 15.12
water room 2 4.20 3.60 30.24
water room 2 1.20 3.60 8.64
patwari room 2 3.00 3.60 21.60
patwari room 1 4.20 3.60 15.12
record room 2 3.00 3.60 21.60
revenu inspector room 2 4.20 3.60 30.24
revenu inspector room 2 7.50 3.60 54.00
entrance hall 1 5.30 3.60 19.08
entrance hall 1 4.20 3.60 15.12
projection 10 0.50 3.60 18.00
Total 15mm Plaster 1181.26 sqm 107.00 126394.82
38 14.13 Providing and applying 2mm thick ready mix exterior grade approved make putty (like Birla wall care, Alltek Superfine W/R of (NCL), Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.
As per 6mm Plaster 568.64
As per 12mm Plaster 959.10
As per 15mm Plaster 1181.26
39 14.9 Distempering with acrylic washable distemper to give an even shade.
14.9.1 On new work (Two or more coats
As per 6mm Inner Plaster 489.52
As per 12mm Plaster 959.10
40 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:
14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
As per 15mm Plaster 1181.26 sqm 56.00 66150.56
41 14.22 Painting on new work (two or more coats) to give an even shade with:
14.22.1 Satin synthetic enamel paint
42 12.1 Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete.
43 4.22 Providing Water proofing treatment over Roof, Wall, Chhajjas, Balcony with Diamond Shield and Sealer coat or equivalent at leakage/ seepage area consisting of the operation
(i) Surface preparation roughening of surface, opening of cracks in ‘V’ groove in size of 5mm x 10m (WxD), filling of cracks with putty of Diamond shield with laying fiber glass mesh, Cleaning of surface by scrubbing with steel wire/ Nylon brush. Removing all dust particles and washing with adequate water to clean completely
(ii) Providing and applying 1st coat of diamond shield or equivalent compound (having two component dry powder 80% Chemical 20% (chemical having 30% solid contents) making flexible waterproof and protective modified mortar with minimum thickness 70-80 micron after proper mixing of both the parts of compound along with laying of fiber glass mesh (of weaving size of 10x10 yarn/inch duly coated with alkaline resistant polymer). Allow the coating to set in natural air for minimum 2 Hrs. After 1st coat apply 2nd coat with minimum thickness 100 micron of the same compound. Allow the 2nd coat to set in natural air for minimum 4 Hrs. Total consumption of the diamond shield or equivalent in both coat should be @ 17.90 kg for 10sqm area.
PART B WATERSUPPLY AND SANITARY WORK WORK
1 19.42 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 2 1000.00 2000.00 LTR 7.30 14600.00
2 19.7 Providing and fixing in position G.I B Class pipe line best Indian make complete with fittings, except controls such as cocks and valves fitted and fix to the walls with G.I approved clamps at any floor or buried under ground including making necessary chases and holes in walls and floors or trenching etc. complete with making good or refilling including painting of pipes.
3 18.76 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. a. 75mm dia Make: (Supreme/Finolex)
4 18.77 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.
A 18.77.1 Tee/ Tee with door/ Bend 45°/ Bend 90°
B 18.77.2 Double "Y" with or without door
C 18.77.3 Vent cowel
5 18.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ), 100mm sand cast Iron P or S trap, 10 litre low level P.V.C. flushing cistern (same colour) conforming to IS : 7231, with flush bend and other fittings and fixtures complete including cutting and making good the walls and floors wherever required :
18.1.3 White Orissa pattern W.C. pan of size 580x440 mm 1 7.00 7.00 EACH 2899.00 20293.00
6 18.4 Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :
18.4.3 White wall hung type 1 1.00 1.00 EACH 4415.00 4415.00
7 18.17 Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required :
8 18.25 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
9 19.13 Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality:
10 19.14 Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required:
B 19.14.14 Soap dish plate 1 3.00 3.00 EACH 163.00 489.00
C 19.14.16 Towel rail (600mm long x 20mm dia) 1 7.00 7.00 EACH 338.00 2366.00
11 19.15 Providing and fixing stainless steel drain jali of approved make/quality. 1 10.00 10.00 EACH 51.00 510.00
12 18.30 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing
13 20.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete 150mm thick as per standard design
20.2.2 100 mm diameter S.W. pipe 1 20.00 20.00 each 357.00 7140.00
14 20.25 Providing and constructing brick masonry road gully chamber 50x45x60 cm with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame complete as per standard design. 1 4.00 4.00 each 2872.00 11488.00
15 20.31 Providing and constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. 1 1.00 1.00 each 1709.00 1709.00
16 9.11 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 40x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer.
main gate 1 2.40 2.40 5.76
TOTAL 5848566.01
DETAIL ESTIMATE AND ABSTRACT FOR CONSTRUCTION OF TAHSIL OFFICE DARRI/HARDI BAZAR DISTT KORBA CHHATTISGARH
S.No SOR ITEM PARTICLAR OF ITEM NO. L B H/D QTY UNIT RATE AMOUNT
1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.
2 1.6 Extra for every additional lift of 1.5 m or part thereof.
3 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete. TOTAL EXCAVATION 28.22
4 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). 1 4.80 2.80 0.15 2.02 cum 2970.00 5987.52
5 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm
Buffel Wall 2 2.00 0.10 1.50 0.60
7 3.9 Extra for precast PCC/ RCC work of any mix including form work, hoisting and fixing in Cement Mortar. 1:2 (1 Cement : 2 coarse sand) and finishing with cement plaster in Cement Mortar 1:3 (1 Cement : 3 coarse sand) but excluding reinforcement.
8 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
3.12.2 Thermo-Mechanically treated bars FE 500D 10.0 70.00/Kg 700.56 Kg 54.50 38180.52
9 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)
TOTAL QUANTITY 10.96 sqm 235.00 2575.60
2.1.8 Beams, lintels, cantilevers & walls
Buffel Wall 2 2.00 1.50 6.00
10 11.2 Providing and making 12mm thick cement plaster of mix:
11.2.1 In cement Mortar 1:3 (1 cement : 3 fine sand)
Buffel Wall 2 2 1.65 6.60
11 11.9 Extra for providing and mixing water proofing materials in cement plaster work in proportion as recommended by manufacturer. QTY. SAME AS ABOVE 43.40 Kg 43.50 1887.90
12 11.5 Neat Cement punning. QTY. SAME AS ABOVE 43.40 sqm 33.00 1432.20
13 9.6 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer. 8.00 0.60 4.80
9.6.2 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer. 4.5/kg 21.60 Kg 68.00 1468.80
Total Rs. 115926.37
DETAILLED AND ABSTRACT ESTIMATE FOR CONSTRUCTIN OF TAHSIL OFFICE DURG DISTT-DURG
S.NO. SOR. ITEM PARTICULAR OF ITEM NO. L B D QTY UNIT RATE AMOUNT
1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area) 1 X 1 45 15.3 688.5 SQM 7.2 4957.20
2 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.
3 1.6 Extra for every additional lift of 1.5 m or part thereof.
1.6.1 All types of soils
4 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M 1 X 1 139 138.81 CUM 65 9022.65
5 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.
Tahsil court 1 X 1 6.2 4.2 1 26.04
Nayab tahsildar 1 X 1 6.2 4.2 1 26.04
Reting room 1 X 1 3 4.2 1 12.6
Tahsil Office 1 X 1 6.2 4.2 1 26.04
Record Room 1 X 1 3 4.2 1 12.6
Malkhana 1 X 1 3 4.2 1 12.6
Retiring Room 1 X 1 3 4.2 1 12.6
Toilet 1 X 2 3 3 1 18
Water Room 1 X 1 3 1.4 1 4.2
Patwari 1 X 1 3 4.2 1 12.6
Record Room 1 X 1 3 4.2 1 12.6
Revenue Inspector 1 X 1 4.2 7.5 1 31.5
Entrance hall 1 X 1 5.3 4.2 1 22.26
6 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).
Tahsil court 1 X 1 6.2 4.2 0.1 2.6
Nayab tahsildar 1 X 1 6.2 4.2 0.1 2.6
Reting room 1 X 1 3 4.2 0.1 1.26
Tahsil Office 1 X 1 6.2 4.2 0.1 2.6
Record Room 1 X 1 3 4.2 0.1 1.26
Malkhana 1 X 1 3 4.2 0.1 1.26
Retiring Room 1 X 1 3 4.2 0.1 1.26
Water Room 1 X 1 3 1.4 0.1 0.42
Record Room 1 X 1 3 4.2 0.1 1.26
Revenue Inspector 1 X 1 4.2 7.5 0.1 3.15
Entrance hall 1 X 1 5.3 4.2 0.1 2.23
7 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:Cement Mortar 1:5 (1 cement : 5 coarse sand)
8 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work.
9 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
Tahsil court 1 X 2 6.2 0.2 0.4 0.99
Tahsil court 1 X 2 4.2 0.2 0.4 0.67
Nayab Tahsildar 1 X 2 6.2 0.2 0.4 0.99
Nayab Tahsildar 1 X 2 4.2 0.2 0.4 0.67
Retiring Room 1 X 2 3 0.2 0.4 0.48
Retiring Room 1 X 1 4.2 0.2 0.4 0.34
Tahsil Office 1 X 2 6.2 0.2 0.4 0.99
Tahsil Office 1 X 2 4.2 0.2 0.4 0.67
Record Room 1 X 2 3 0.2 0.4 0.48
Record Room 1 X 1 4.2 0.2 0.4 0.34
Malkhana 1 X 2 3 0.2 0.4 0.48
Retiring Room 1 X 2 3 0.2 0.4 0.48
Retiring Room 1 X 1 4.2 0.2 0.4 0.34
Water Room 1 X 2 1.2 0.2 0.4 0.67
Water Room 1 X 2 3 0.2 0.4 0.19
Record Room 1 X 2 3 0.2 0.4 0.48
Revenue Inspector 1 X 2 4.2 0.2 0.4 0.67
Revenue Inspector 1 X 2 7.5 0.2 0.4 1.2
Entrance hall 1 X 1 5.3 0.2 0.4 0.42
Entrance hall 1 X 1 4.2 0.2 0.4 0.34
Projection 1 X 10 0.5 0.2 0.4 0.4
Tahsil court 1 X 2 6.2 0.2 0.2 0.5
Tahsil court 1 X 2 4.2 0.2 0.2 0.34
Nayab Tahsildar 1 X 2 6.2 0.2 0.2 0.5
Nayab Tahsildar 1 X 1 4.2 0.2 0.2 0.17
Retiring Room 1 X 2 3 0.2 0.2 0.24
Retiring Room 1 X 1 4.2 0.2 0.2 0.17
Tahsil Office 1 X 2 6.2 0.2 0.2 0.5
Tahsil Office 1 X 2 4.2 0.2 0.2 0.34
Record Room 1 X 2 3 0.2 0.2 0.24
Record Room 1 X 1 4.2 0.2 0.2 0.17
Malkhana 1 X 2 3 0.2 0.2 0.24
Retiring Room 1 X 2 3 0.2 0.2 0.24
Retiring Room 1 X 1 4.2 0.2 0.2 0.17
Water Room 1 X 2 4.2 0.2 0.2 0.34
Water Room 1 X 2 1.2 0.2 0.2 0.1
Record Room 1 X 2 3 0.2 0.2 0.24
Revenue Inspector 1 X 2 4.2 0.2 0.2 0.34
Revenue Inspector 1 X 2 7.5 0.2 0.2 0.6
Entrance hall 1 X 1 5.3 0.2 0.2 0.21
Entrance hall 1 X 1 4.2 0.2 0.2 0.17
Projection 1 X 10 0.5 0.2 0.2 0.2
Tahsil court 1 X 2 6.2 0.2 0.4 0.99
Tahsil court 1 X 2 4.2 0.2 0.4 0.67
Nayab Tahsildar 1 X 2 6.2 0.2 0.4 0.99
Nayab Tahsildar 1 X 1 4.2 0.2 0.4 0.34
Retiring Room 1 X 2 3 0.2 0.4 0.48
Retiring Room 1 X 1 4.2 0.2 0.4 0.34
Tahsil Office 1 X 2 6.2 0.2 0.4 0.99
Tahsil Office 1 X 2 4.2 0.2 0.4 0.67
Record Room 1 X 2 3 0.2 0.4 0.48
Record Room 1 X 1 4.2 0.2 0.4 0.34
Malkhana 1 X 2 3 0.2 0.4 0.48
Retiring Room 1 X 2 3 0.2 0.4 0.48
Retiring Room 1 X 1 4.2 0.2 0.4 0.34
Water Room 1 X 2 4.2 0.2 0.4 0.67
Water Room 1 X 2 1.2 0.2 0.4 0.19
Record Room 1 X 2 3 0.2 0.4 0.48
Revenue Inspector 1 X 2 4.2 0.2 0.4 0.67
Revenue Inspector 1 X 2 7.5 0.2 0.4 1.2
Entrance hall 1 X 1 5.3 0.2 0.4 0.42
Entrance hall 1 X 1 4.2 0.2 0.4 0.34
Projection 1 X 10 0.5 0.2 0.4 0.4
10 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: B+C 124.87 CUM 97.5 12174.83
11 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete: 1 X 1 220 110 24166.67 K.G 54.5 1317083.52
12 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
Tahsil court 1 X 4 6.2 0.4 9.92
Tahsil court 1 X 4 4.2 0.4 6.72
Nayab Tahsildar 1 X 4 6.2 0.4 9.92
Nayab Tahsildar 1 X 4 4.2 0.4 6.72
Office 1 X 4 3 0.4 4.8
Retiring Room 1 X 4 3 0.4 4.8
Retiring Room 1 X 2 4.2 0.4 3.36
SDO Court 1 X 4 6.2 0.4 9.92
SDO Court 1 X 2 4.2 0.4 3.36
Tahsil Office 1 X 4 6.2 0.4 9.92
Tahsil Office 1 X 4 4.2 0.4 6.72
Record Room 1 X 4 3 0.4 4.8
Record Room 1 X 2 4.2 0.4 3.36
Malkhana 1 X 4 3 0.4 4.8
Malkhana 1 X 2 4.2 0.4 3.36
Retiring Room 1 X 4 3 0.4 4.8
Retiring Room 1 X 2 4.2 0.4 3.36
SDO Court 1 X 4 6.2 0.4 9.92
SDO Court 1 X 2 4.2 0.4 3.36
Toitel 1 X 10 3 0.4 12
Toitel 1 X 10 3 0.4 12
Water Room 1 X 4 4.2 0.4 6.72
Water Room 1 X 4 1.2 0.4 1.92
Patwari 1 X 4 3 0.4 4.8
Patwari 1 X 2 4.2 0.4 3.36
Record Room 1 X 4 3 0.4 4.8
Revenue Inspector 1 X 4 4.2 0.4 6.72
Revenue Inspector 1 X 4 7.5 0.4 12
Entrance hall 1 X 4 5.3 0.4 8.48
Entrance hall 1 X 2 4.2 0.4 3.36
Projection 1 X 20 0.5 0.4 4
13 2.1.5 Columns, Pillars, Piers and likesrectangular or square in shape
14 2.1.8 Beams, Lintels, cantilevers & wall
Tahsil court 1 X 4 6.2 0.2 4.96
Tahsil court 1 X 4 4.2 0.2 3.36
Nayab Tahsildar 1 X 4 6.2 0.2 4.96
Nayab Tahsildar 1 X 2 4.2 0.2 1.68
Office 1 X 4 3 0.2 2.4
Retiring Room 1 X 4 3 0.2 2.4
Retiring Room 1 X 2 4.2 0.2 1.68
SDO Court 1 X 4 6.2 0.2 4.96
SDO Court 1 X 2 4.2 0.2 3.36
Tahsil Office 1 X 4 6.2 0.2 2.4
Tahsil Office 1 X 4 4.2 0.2 1.68
Record Room 1 X 4 3 0.2 2.4
Record Room 1 X 2 4.2 0.2 1.68
Malkhana 1 X 4 3 0.2 2.4
Malkhana 1 X 2 4.2 0.2 1.68
Retiring Room 1 X 4 3 0.2 2.4
Retiring Room 1 X 2 4.2 0.2 1.68
SDO Court 1 X 4 6.2 0.2 4.96
SDO Court 1 X 2 4.2 0.2 1.68
Toitel 1 X 10 3 0.2 6
Toitel 1 X 10 3 0.2 6
Water Room 1 X 4 4.2 0.2 3.36
Water Room 1 X 4 1.2 0.2 0.96
Patwari 1 X 4 3 0.2 2.4
Patwari 1 X 2 4.2 0.2 1.68
Record Room 1 X 4 3 0.2 2.4
Revenue Inspector 1 X 4 4.2 0.2 3.36
Revenue Inspector 1 X 4 7.5 0.2 6
Entrance hall 1 X 2 5.3 0.2 2.12
Entrance hall 1 X 2 4.2 0.2 1.68
Projection 1 X 20 0.5 0.2 2
Tahsil court 1 X 4 6.2 0.4 9.92
Tahsil court 1 X 4 4.2 0.4 6.72
Nayab Tahsildar 1 X 4 6.2 0.4 9.92
Nayab Tahsildar 1 X 2 4.2 0.4 3.36
Office 1 X 4 3 0.4 4.8
Retiring Room 1 X 4 3 0.4 4.8
Retiring Room 1 X 2 4.2 0.4 3.36
SDO Court 1 X 4 6.2 0.4 9.92
SDO Court 1 X 2 4.2 0.4 3.36
Tahsil Office 1 X 4 6.2 0.4 9.92
Tahsil Office 1 X 4 4.2 0.4 6.72
Record Room 1 X 4 3 0.4 4.8
Record Room 1 X 2 4.2 0.4 3.36
Malkhana 1 X 4 3 0.4 4.8
Malkhana 1 X 2 4.2 0.4 3.36
Retiring Room 1 X 4 3 0.4 4.8
Retiring Room 1 X 2 4.2 0.4 3.36
SDO Court 1 X 4 6.2 0.4 9.92
SDO Court 1 X 2 4.2 0.4 3.36
Toitel 1 X 10 3 0.4 12
Toitel 1 X 10 3 0.4 12
Water Room 1 X 4 4.2 0.4 6.72
Water Room 1 X 4 1.2 0.4 1.92
Patwari 1 X 4 3 0.4 4.8
Patwari 1 X 2 4.2 0.4 3.36
Record Room 1 X 4 3 0.4 4.8
Revenue Inspector 1 X 4 4.2 0.4 6.72
Revenue Inspector 1 X 4 7.5 0.4 12
Entrance hall 1 X 2 5.3 0.4 4.42
Entrance hall 1 X 2 4.2 0.4 3.36
Projection 1 X 20 0.5 0.4 4
15 2.1.13 Water shade, chhajja, Cornices and mouldings.
16 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)
Tahsil Court 1 X 1 6.2 4.2 26.04
Nayab Tahsildar 1 X 1 6.2 4.2 26.04
Office 1 X 1 3 4.2 12.6
Retiring Room 1 X 1 3 4.2 12.6
SDO Court 1 X 1 6.2 4.2 26.04
Tahsil Office 1 X 1 6.2 4.2 26.04
Record Room 1 X 1 3 4.2 12.6
Malkhana 1 X 1 3 4.2 12.6
Retiring Room 1 X 1 3 4.2 12.6
SDO Court 1 X 1 6.2 4.2 26.04
Toilet 1 X 2 3 3 18
Toilet 1 X 1 3 2.6 7.8
Water Room 1 X 1 3 1.4 4.2
Patwari 1 X 1 3 4.2 12.6
Record Room 1 X 1 3 4.2 12.6
Revenue Inspector 1 X 1 4.2 7.5 31.5
Entrance hall 1 X 1 5.3 4.2 22.26
17 4.22 Providing Water proofing treatment over Roof, Wall, Chhajjas, Balcony with Diamond Shield and Sealer coat or equivalent at leakage/ seepage area consisting of the operation: (i) Surface preparation roughening of surface, opening of cracks in ‘V’ groove in size of 5mm x 10m (WxD), filling of cracks with putty of Diamond shield with laying fiber glass mesh, Cleaning of surface by scrubbing with steel wire/ Nylon brush. Removing all dust particles and washing with adequate water to clean completely. (ii) Providing and applying 1st coat of diamond shield or equivalent compound (having two component dry powder 80% Chemical 20% (chemical having 30% solid contents) making flexible waterproof and protective modified mortar with minimum thickness 70-80 micron after proper mixing of both the parts of compound along with laying of fiber glass mesh (of weaving size of 10x10 yarn/inch duly coated with alkaline resistant polymer). Allow the coating to set in natural air for minimum 2 Hrs. After 1st coat apply 2nd coat with minimum thickness 100 micron of the same compound. Allow the 2nd coat to set in natural air for minimum 4 Hrs. Total consumption of the diamond shield or equivalent in both coat should be @ 17.90 kg for 10sqm area.
18 12.1 Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete. 1 X 1 481 480.52 SQM 34 16337.68
19 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand)
Tahsil court 1 X 2 6.2 0.2 3 7.44
Tahsil court 1 X 2 4.2 0.2 3 5.04
Nayab Tahsildar 1 X 2 6.2 0.2 3 7.44
Nayab Tahsildar 1 X 1 4.2 0.2 3 2.52
Retiring Room 1 X 2 3 0.2 3 3.6
Retiring Room 1 X 1 4.2 0.2 3 2.52
SDO court 1 X 2 6.2 0.2 3 7.44
SDO court 1 X 1 4.2 0.2 3 2.52
Tahsil Office 1 X 2 6.2 0.2 3 7.44
Tahsil Office 1 X 2 4.2 0.2 3 5.04
Record Room 1 X 2 3 0.2 3 3.6
Record Room 1 X 1 4.2 0.2 3 2.52
Malkhana 1 X 2 3 0.2 3 3.6
Malkhana 1 X 1 4.2 0.2 3 2.52
Retiring Room 1 X 2 3 0.2 3 3.6
Retiring Room 1 X 1 4.2 0.2 3 2.52
SDO court 1 X 2 6.2 0.2 3 7.44
SDO court 1 X 1 4.2 0.2 3 2.52
Water Room 1 X 2 4.2 0.2 3 5.04
Water Room 1 X 2 1.2 0.2 3 1.44
Patwari 1 X 2 3 0.2 3 3.6
Record Room 1 X 2 3 0.2 3 3.6
Revenue Inspector 1 X 2 4.2 0.2 3 5.04
Revenue Inspector 1 X 2 7.5 0.2 3 9
Entrance hall 1 X 1 5.3 0.2 3 3.18
Entrance hall 1 X 1 4.2 0.2 3 2.52
Projection 1 X 10 0.5 0.2 3 3
20 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: 1 X 1 166 165.58 CUM 121 20035.18
21 7.11 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level:
22 7.20 Extra for providing and placing in position hopping 25x1.60 mm or 2 Nos 6mm dia MS bars reinforcement at every third course of half brick masonry 1 X 1 31.9 31.86 SQM 11 350.46
23 7.12 Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level: 1 X 1 31.9 31.86 SQM 62.5 1991.25
24 11.1 Providing and making 6mm thick cement plaster of mix:In Cement mortar 1:4 (1 cement : 4 fine sand)
chhajja shuttering 1 X 1 79.1 79.12 SQM 87 6883.44
25 11.2 Providing and making 12mm thick cement plaster of mix:In Cement Mortar 1:6 (1 cement : 6 fine sand
Tahsil court 1 X 2 6.2 3.6 44.64
Tahsil court 1 X 2 4.2 3.6 30.24
Nayab Tahsildar 1 X 2 6.2 3.6 44.64
Nayab Tahsildar 1 X 1 4.2 3.6 15.12
Office 1 X 2 3 3.6 21.6
Retiring Room 1 X 2 3 3.6 21.6
Retiring Room 1 X 1 4.2 3.6 15.12
SDO court 1 X 2 6.2 3.6 44.64
SDO court 1 X 1 4.2 3.6 15.12
Tahsil Office 1 X 2 6.2 3.6 44.64
Tahsil Office 1 X 2 4.2 3.6 30.24
Record Room 1 X 2 3 3.6 21.6
Record Room 1 X 1 4.2 3.6 15.12
Malkhana 1 X 2 3 3.6 21.6
Malkhana 1 X 1 4.2 3.6 15.12
Retiring Room 1 X 2 3 3.6 21.6
Retiring Room 1 X 1 4.2 3.6 15.12
SDO court 1 X 2 6.2 3.6 44.64
SDO court 1 X 1 4.2 3.6 15.12
Toitel 1 X 10 3 3.6 108
Toitel 1 X 7 3 3.6 54
Water Room 1 X 2 4.2 3.6 30.24
Water Room 1 X 2 1.2 3.6 8.64
Patwari 1 X 2 3 3.6 21.6
Record Room 1 X 2 3 3.6 21.6
Revenue Inspector 1 X 2 4.2 3.6 30.24
Revenue Inspector 1 X 2 7.5 3.6 54
Entrance hall 1 X 1 5.3 3.6 19.08
Entrance hall 1 X 1 4.2 3.6 15.12
Projection 1 X 10 0.5 3.6 18
Side Gate 1 X -1 2.1 2.1 -4.41
26 11.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:6 (1 cement : 6 fine sand)
Tahsil court 1 X 2 6.2 3.6 44.64
Tahsil court 1 X 2 4.2 3.6 30.24
Nayab Tahsildar 1 X 2 6.2 3.6 44.64
Nayab Tahsildar 1 X 1 4.2 3.6 15.12
Office 1 X 2 3 3.6 21.6
Retiring Room 1 X 2 3 3.6 21.6
Retiring Room 1 X 1 4.2 3.6 15.12
SDO court 1 X 2 6.2 3.6 44.64
SDO court 1 X 1 4.2 3.6 15.12
Tahsil Office 1 X 2 6.2 3.6 44.64
Tahsil Office 1 X 2 4.2 3.6 30.24
Record Room 1 X 2 3 3.6 21.6
Record Room 1 X 1 4.2 3.6 15.12
Malkhana 1 X 2 3 3.6 21.6
Malkhana 1 X 1 4.2 3.6 15.12
Retiring Room 1 X 2 3 3.6 21.6
Retiring Room 1 X 1 4.2 3.6 15.12
SDO court 1 X 2 6.2 3.6 44.64
SDO court 1 X 1 4.2 3.6 15.12
Toitel 1 X 10 3 3.6 108
Toitel 1 X 5 3 3.6 54
Water Room 1 X 2 4.2 3.6 30.24
Water Room 1 X 2 1.2 3.6 8.64
Patwari 1 X 2 3 3.6 21.6
Record Room 1 X 2 3 3.6 21.6
Revenue Inspector 1 X 2 4.2 3.6 30.24
Revenue Inspector 1 X 2 7.5 3.6 54
Entrance hall 1 X 1 5.3 3.6 19.08
Entrance hall 1 X 1 4.2 3.6 15.12
Projection 1 X 10 0.5 3.6 18
27 11.41 Providing and fixing chicken mesh weighting not less than 250 gms/ sqm as per IS : specification in the required width with 40mm long steel nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc. complete before plastering upto 10mts in height.
Lintel Beam 2 X 1 100 0.4 80
28 12.79.1 Providing and laying double/multi charge (minimum 2.0mm thick layer) vitried floor tiles with water absorption less than 0.05% and conforming to IS : 15622-2017 of 1st quality of approved make in all colours and shade and size mentioned below (+/-10mm)laid on 20mm thick cement sand) including grauting the joints with white cement and matching pigments etc.complete. size 600x600mm thickness 9 to 10mm
Tahsil court 1 X 1 6.2 4.2 26.04
Nayab Tahsildar 1 X 1 6.2 4.2 26.04
Office 1 X 1 3 4.2 12.6
Retring Room 1 X 1 3 4.2 12.6
SDO Court 1 X 1 6.2 4.2 26.04
Tahsil Office 1 X 1 6.2 4.2 26.04
Record Room 1 X 1 3 4.2 12.6
Malkhana 1 X 1 3 4.2 12.6
Retring Room 1 X 1 3 4.2 12.6
SDO Court 1 X 1 6.2 4.2 26.04
Toilet 1 X 1 3 3 9
Toilet 1 X 1 3 2.6 7.8
Water Room 1 X 1 3 1.4 4.2
Patwari 1 X 1 3 4.2 12.6
Record Room 1 X 1 3 4.2 12.6
Revenue Inspector 1 X 1 4.2 7.2 31.5
Entrance hall 1 X 1 5.3 4.2 22.26
29 12.33 Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :
12.36.2 Medium shade using approximately. 50% white cement and 50% ordinary cement. 1 X 1 6 4 24 SQM 713 17112.00
30 12.74 Providing and fixing rectified glazed ceramic floor tiles of 1 st quality conforming to IS 15622-2017 of approved make in all colours shade over 20mm thick bed of cement mortar 1:3 (1 cement : 3 coars sand) and joiting with grey cement slueey @ 3.3 Kg per sqm. including pointing in the white cement mixed with matching pigment complete.
12.74.1 size 300x300mm thickness 7 to 8mm 1 X 1 1.8 1.8 3.24
31 12.75 Providing and fixing rectified glazed ceramic floor tiles of 1 st quality conforming to IS 15622-2017 of approved make in all colours shade over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coars sand) and joiting with grey cement slueey @ 3.3 Kg per sqm. including pointing in the white cement mixed with matching pigment complete.
12.75.1 size 300x450mm thickness 7 to 8mm
32 8.1 Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position.
33 8.36 Providing and fixing commercial grade water proof ply for wall paneling on wooden frame with necessary nails complete as required.
34 8.112 Providing and fixing powder coated M.S. sliding door bolts with bolts, nuts and necessary iron screws:
35 8.115 Providing and fixing powder coated M.S. tower bolts (Barrel type) with necessary iron screws:
36 8.116 Providing and fixing powder coated M.S. handles with necessary iron screws:
37 8.119 Providing and fixing powder coated MS hanging door stopper with necessary powder coated MS steel screws complete. 1 X 1 30 30 EACH 15 450.00
38 8.12.2 Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I),decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges.
35 mm. thick (single leaf)
39 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.
40 8.148 Providing and fixing factory made UPVC door frame made of UPVC profile section having an overall dimension as below (tolerance ± 1mm) with wall thickness 2.0mm ± 0.2mm, corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm ± 0.1mm wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge 1 x 7 0.80 2.10 11.76 meter 196.00 2304.96
41 8.15 Providing and fixing factory made 25mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762mm X 25mm or less as per requirement with an average wall thickness of 1mm ± 0.3mm. PVC foam end cap of size 23x10mm are provided on both vertical edges to ensure the overall thickness of 25mm. An M.S. tube having dimensions 19mm x 19mm is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25mm X 11mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufactures' specification. 1 x 7 0.80 2.10 11.76 sqm 2583.00 30376.08
42 9.53 Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side having 12 mm air gap including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. complete.
43 9.34 Providing and fixing stainless wire gauge of average width of aperture 1.56mm with wire of 0.35mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete.
44 14.13 Providing and applying 2mm thick ready mix exterior grade approved make putty (like Birla wall care, Alltek Superfine W/R of (NCL), Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.
Qty of Slab shuttering 489.52
Qty of 12 mm Plaster 974.22
Qty of 15 mm Plaster 1181.26
45 14.9 Distempering with acrylic washable distemper to give an even shade.
Qty of Slab shuttering 489.52
Qty of 12 mm Plaster 974.22
46 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:
14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
Qty of 15 mm Plaster 1181.26 sqm 56.00 66150.56
47 14.22 Painting on new work (two or more coats) to give an even shade with:
48 19.42 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1 x 2 1000.00 2000.00 Ltr. 7.30 14600.00
49 18.4 Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :
18.4.3 White wall hung type 1 x 1 1 1.00 Each 4415.00 4415.00
50 18.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ), 100mm sand cast Iron P or S trap, 10 litre low level P.V.C. flushing cistern (same colour) conforming to IS : 7231, with flush bend and other fittings and fixtures complete including cutting and making good the walls and floors wherever required :
18.1.3 White Orissa pattern W.C. pan of size 580x440 mm 1 x 1 7 7.00 Each 2899.00 20293.00
51 18.17 Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required :
52 18.25 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
53 18.76 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.
54 18.77 Providing and fixing on wall face UV stabilized Unplasticised - PVC Providing and fixing on wall face UV stabilized Unplasticised - PVC PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
18.77.1 Tee/ Tee with door/ Bend 45°/ Bend 90°
18.77.2 Double "Y" with or without door
18.77.3 Vent covel
18.77.5 P trap 110mmx110mm long each 227.00 1 x 1 2 2.00 Each 227.00 454.00
55 19.7 Providing and fixing on wall surface G.I. pipes medium class complete with G.I. fittings and clamps, including cutting, making good the walls etc. and testing of joints complete:
19.7.1 15 mm dia. nominal bore 1 x 1 15 15.00 Rmt 149.00 2235.00
19.7.2 20 mm dia. nominal bore 1 x 1 30 30.00 Rmt 185.00 5550.00
19.7.3 25 mm dia. nominal bore 1 x 1 40 40.00 Rmt 258.00 10320.00
56 19.13 Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality:
19.13.3 Stop cock (350 grams) 1 x 1 20 20 Each 237 4740.00
57 19.14 Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required:
19.14.4 Piller Cock (400 grams) 1 x 1 10 10 Each 398 3980.00
19.14.14 Soap dish plate 1 x 1 2 2 Each 163 326.00
19.14.16 Towel rail (600mm long x 20mm dia) 1 x 1 7 7 Each 338 2366.00
58 19.15 Providing and fixing stainless steel drain jali of approved make/quality. 1 x 1 10 10 Each 51 510.00
59 18.30.1 Providing and fixing mirror of superior glass (of approved quality) and Providing and fixing mirror of superior glass (of approved quality) and make and shade with 6 mm thick hard board backing : 1 x 7 1.5 0.6 6.3 sqm 2016 12700.80
60 20.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete 150mm thick as per standard design:
20.2.1 100 mm diameter S.W. pipe 1 x 1 15 15 Each 357 5355.00
61 20.25 Providing and constructing brick masonry road gully chamber 50x45x60 cm with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame complete as per standard design. 1 x 1 4 4 Each 2872 11488.00
62 20.31 Providing and constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. 1 x 1 1 1 Each 1709 1709.00
63 9.11 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size channels 20x10x2mm and braced with flat iron diagonals 20x5mm size complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer.
Main Gate 1 x 1 2.4 2.4 5.76
Total Rs. 5772866.00
ESTIMATE OF INTERNAL ELECTRIFICATION WORK FOR SUB REGISTRAR OFFICE AT MANEDRAGARH, DISTT.-M.C.B. (C.G.)
S/NO. SOR ITEM NO. PARTICULARS OF ITEMS UNIT RATE RATE IN WORDS
01 1.7 Wiring for light/ fan/ exhaust fan / call bell point with 3x1.5 sqmm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) with 5/6 amp modular switch, modular base and cover plate, suitable size G.I. box as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5)
1.7.1 Short Point Point 235.00 Two hundred thirty five rupees only
1.7.2 Medium Point Point 374.00 Three hundred seventy four rupees only
1.7.3 Long Point Point 518.00 Five hundred eighteen rupees only
02 1.9 Extra for providing and fixing light plug point on board in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) point wiring with modular type 3 pin 5/6 amp socket outlet and 5/6 amp switch including cost of base and cover plate and G. I. box etc. as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) Point 191.00 One hundred ninety one rupees only
03 1.10 Wiring for light plug point with 3x2.5 sq mm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) along with modular type 6 Amp switch and 3 pin 6 amps socket outlet with modular base and cover plate, suitable size G.I. box, earthing the switch box and socket outlet with same size wire etc. as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5)
1.10.1 Short Point Point 390.00 Three hundred ninety rupees only
1.10.2 Medium Point Point 582.00 Five hundred eighty two rupees only
1.10.3 Long Point Point 814.00 Eight hundred fourteen rupees only
04 1.11 Wiring for power plug point with 3x4 sq mm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit,along with modular type 16 Amp switch and 6 pin 16 amps socket outlet with modular base and cover plate, suitable size G.I. box, earthing the switch box and socket outlet with same size wire etc. as per specification.
1.11.3 Long Point Point 1191.00 One thousand one hundred nenty one rupees only
1.11.4 Extra Long Point-I Point 1594.00 One thousand five hundred ninety four rupees only
1.11.5 Extra Long Point-II Point 2042.00 Two thousand fourty two rupees only
1.11.6 Extra Long Point-III Point 2492.00 Two thousand four hundred nenty two rupees only
05 1.13 Wiring for circuit/ sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, wire in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5)
1.13.2 3 X 2.5 sq. mm in 20mm conduit Mtr. 98.00 Ninety one rupees only
1.13.3 6 X 2.5 sq. mm in 25mm conduit Mtr. 151.00 One hundred fifty one rupees only
1.13.6 3 X 4.0 sq. mm in 25mm conduit Mtr. 128.00 One hundred twenty eight rupees only
1.13.15 6 X 16 sq. mm in 50 mm conduit Mtr. 681.00 Six hundred eighty one rupees only
06 1.15 Supplying and fixing of following sizes FRLS PVC conduit along with accessories in concealed complete as per specification.
1.15.2 25mm Mtr. 46.00 Fourty six rupees only
07 3.11 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, multi strand wire in the existing surface/ concealed, FRLS PVC conduit / PVC casing caping as per specification and IS: 694 (2010)
3.11.3 3 x 1.5 sq. mm Mtr 32.00 Thirty two rupees only
3.11.11 1 x 2.5 sq. mm Mtr. 19.00 Ninteen rupees only
3.11.21 1 x 4 sq. mm Mtr 27.00 Twenty seven rupees only
3.11.23 3 x 4 sq. mm Mtr 72.00 Seventy two rupees only
08 3.14 Supplying and drawing UTP 4 pair Cat 6 LAN wire in existing surface/ concealed Steel/FRLS PVC conduit as per specification. Mtr. 16.00 Sixteen rupees only
09 4.3 Supplying and fixing of following sizes PVC switch box suitable for modular switches with modular base and cover plates on surface complete as per specification
4.3.1 94 mm X 94 mm (1/2 Module) Each 101.00 One hundred one rupees only
10 5.4 Supplying and fixing following modular switch, socket, other accessories on the existing modular plate & switch box including connections but excluding modular plate etc. as per specification.
5.4.4 15/16 amp switch Each 79.00 Seventy nine rupees only
5.4.6 6 pin 15/16 amp socket outlet Each 106.00 One hundred six rupees only
5.4.9 Fan regulator (two module size) electronic stepped type moving all rounds Each 196.00 One hundred ninety six rupees only
5.4.11 Plug Top (Deluxe type) 3 pin 16 Amps (For power plug). Each 75.00 Seventy five rupees only
5.4.17 Computer Outlet Jack Each 214.00 Two hundred fourteen rupees only
5.4.18 25/32 amp A.C. Starter switch Each 217.00 Two hundred seventeen rupees only
5.4.23 Blanking plate Each 25.00 Twenty five rupees only
11 5.6 Providing and fixing composite unit for computer points having modular type 1 No 6 pin 16 amp socket outlet, 1 No 16 amp switch, 3 Nos 3 pin 6 amp socket outlets, 3 Nos 6 amp switches, suitable G.I. box, base and cover plates, earthing the sockets and switch box including etc. as per specification. Each 720.00 Seven hundred twenty rupees only
12 5.9 Providing and fixing round/ hexagonal fan box (125mm dia) depth 75mm (max.) with 12mm dia steel bar hook, 1.6mm thick MS sheet cover, in RCC slab etc. as per specification. Each 37.00 Thirty seven rupees only
13 6.4 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, including connection, earthing etc. complete as per specification. Each 2349.00 Two thousand three hundred fourty nine rupees only
14 6.5 Supplying and fixing of wall/ cabin fan including connection etc. as per specification. P.F. should be greater than 0.9
6.5.2 400 mm sweep Each 1803.00 One hundred eight hundred three rupees only
15 6.6 Supplying, installation, testing and commissioning of following sizes heavy duty (continuous running) 1400 rpm exhaust fan in existing opening in wall including earthing etc. complete as per specification. P.F. should be greater than 0.9
6.6.1 300 mm sweep Each 2158.00 Two thousand one hundred fifty eight rupees only
16 6.12 Providing and fixing phenolic laminated sheet cover of 180 mm dia 3 mm thick on the fan box etc. as per specification. (If provided at the time of installation of ceiling fan) Each 49.00 Fourty nine rupees only
17 6.15 Supplying, installation, testing and commissioning of following LED fitting (luminaries) panel light in round/ square shape complete with electronic driver heat sink capacitor and all other accessories on surface/ in false ceiling etc. as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 100 lumens /watt.
6.15.6 18/20 Watt Each 766.00 Seven hundred sixty six rupees only
18 6.19 Supplying, installation, testing and commissioning of following LED tube light fitting including batten with Electronic Driver Heat sink Capacitor complete with all other accessories on surface/ in false ceiling, including connection, earthing etc complete as per specification and IP20, P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 100 lumens /watt.
6.19.3 18/20 watt {4 feet} Each 390.00 Three hundred ninety rupees only
19 6.28 Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt.
6.28.6 45 watt Each 2407.00 Two thousand four hundred seven rupees only
20 6.50 Providing and fixing wooden board of suitable size (18" x 24") for energy meter etc complete as per specification. Each 208.00 two hundred eight rupees only
21 7.11 Providing and fixing porcelain re-wireble fuse carrier and base unit on wooden board including drilling holes on the board, screws, connections etc. as per specification. (Thimbeling shall be paid separately).
7.11.5 200 amps Each 480.00 Four hundred eighty rupees only
22 9.1 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as per specification, IS/ IEC: 60947-2 and Ics = 100 % Icu.
9.1.24 4 pole MCCB, 100A, Adjustable Thermal - Magnetic Release, 35KA Each 5626.00 Five thousand six hundred twenty six rupees only
23 9.2 Supplying and fixing on surface/ recess following way, 240 volts SP&N MCB distribution board of sheet steel phosphatized and powder painted complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, including interconnections, earthing etc. as per specification. (But without MCB/RCCB/Isolator)
9.2.7 12 way, Double door Each 971.00 Nine hundred seventy one rupees only
24 9.4 Supplying and fixing on surface/ recess horizontal type following way, 415 volts, TPN MCB distribution board of sheet steel phosphatized and powder painted, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, including interconnections, earthing etc. as per specification. (But without MCB/RCCB/Isolator)
9.4.5 6 way Double door Each 1798.00 One thousand seven hundred ninety eight rupees only
25 9.6 Supplying and fixing on surface/ recess vertical type following way, 415 volts, TPN MCB distribution board of sheet steel phosphatized and powder painted, with 200 amps tinned copper busbar, common neutral link, earth bar, din bar, detachable gland/ knock out plate, provision for 63/100 amp MCCB as incomer including interconnection between incomer MCCB and busbars, earthing etc. as per specification. (But without MCCB and MCB) (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)
9.6.4 4 way (4 + 12), Double door with provision for 100 amps MCCB as incomer Each 4047.00 Four thousand fourty seven rupees only
26 9.11 Supplying and fixing SP MCB, 240 volts, 'C' curve, suitablefor inductive load in the existing MCB DB complete with connections, testing and commissioning etc. as per specification.
9.11.2 6 amps to 32 amps Each 130.00 One hundred thirty rupees only
27 9.12 Supplying and fixing DP MCB, 240 volts, 'C' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification.
9.12.3 40 amps Each 569.00 Five hundred sixty nine rupees only
28 9.14 Supplying and fixing TP MCB, 440 volts, 'C' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification.
9.14.5 63 amps Each 878.00 Eight hundred seventy eight rupees only
29 9.16 Supplying and fixing TP&N MCB, 440 volts, 'C' curve,suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification.
9.16.5 63 amps Each 1161.00 One thousand one hundred sixty one rupees only
30 11.2 Supplying, installation, testing and commissioning following rating single phase in single phase out ON-LINE UPS including connection etc but without batteries as per specification. .
11.2.2 3 KVA with DC bus voltage 72 V Each 29134.00 Twenty nine thousand one hundred thirty four rupees only
31 11.4 Supplying, installation, testing and commissioning following rating (Sealed Maintenance Free) lead acid battery including connection as per specification.
11.4.5 150 AH Each 12572.00 Twelve thousand five hundred seventy two rupees only
32 12.10 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing along with existing surface/ concealed conduit/ submain wiring/ cable as per specification. Mtr 46.00 Fourty six rupees only
33 12.19 Providing maintenance free earthing with following size GI pipe including making bore pit of minimum 150mm dia, providing and laying approved make Earthing Electrode of Pipe-in-Pipe technology as per IS 3043(R 2016) -1987 made of corrosion free G.I. Pipes having outer pipe of 80mm dia and inner pipe of 50mm dia and filling with specified qty highly conductive compound around pipe and above that with soft soil in bore pit complete and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. as per specification:
12.19.2 With 2 metre long GI Pipes and 25 kg back filling compound. Each 7253.00 Seven thousand two hundred fifty three rupees only
34 15.3 Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL/ HDPE pipe as per specification, IS: 1554 (1988, Part 1) & IS: 7098 (1988, Part 1)
15.3.12 3.5 x 35 sq. mm. Mtr. 118.00 One hundred eighteen rupees only
35 15.23 Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as per specification. .
15.23.13 3½ X 35 sq. mm (28 mm) Each 135.00 One hundred thirty five rupees only
36 20.6 Supplying and erection of angle/channel iron cross arms/ bracket/ other fitting of approved size and shape including drilling of holes for insulator pins, bolts and nuts etc as per specification. Kg. 68.00 Sixty eight rupees only
37 24.3 Supplying of approved make split type Air Conditioner unit with cooling unit (copper coil) and condensing unit (copper coil) including 5 years compressor warranty and standard length of upto 3 metre of copper piping with insulation, etc complete as per specification:
24.3.3 2.0 ton split type capacity 6000 kcal / hr (3 star). Each 42353.00 Fourty two thousand three hundred fifty three rupees only
38 24.4 Installation of split type Inverter/Non Inverter Air Conditioner unit, cooling unit on wall inside and condensing unit on out side wall/ ceiling/ floor at desired locations with existing standard length of copper piping with insulation and power cable including providing and fixing necessary good quality powder coated MS frame etc complete as per specification. (Extra length of copper piping and power cable shall be paid extra on linear basis) Each 1861.00 One thousand eight hundred sixty one rupees only
39 24.7 Supply and fixing of approved make wall mounting type voltage stabilizer with input volts 160-250, output volts 200-240 volts and double step relay on desired location with necessary fixing material including connection etc complete as per specification.
24.7.2 5 KVA Each 3853.00 Three thousand eight hundred fifty three rupees only
40 24.12 Supplying, connecting and fixing 15mm dia PVC flexible drain pipe (reinforced with nylon threads) in drain outlet of split type air conditioners etc complete as per specification Mtr. 13.00 Thirteen rupees only
41 27.46 Supplying, installation, testing and commissioning of 9U Indoor Rack Wallmount 9U 630D With Front Glass Door Lock & Key 550 9U - (with 1U cable Manager; Fan; 6 socket PDU) Complete as required. Each 3677.00 Three thousand six hundred seventy seven rupees only
CHHATTISGARH HOUSING BOARD, CAPITAL PROJECT DIVISION, NAVA RAIPUR ATAL NAGAR
Name of Project - Construction of Balance Work of Tehsil Office at Gobra Nawapara, Dist-RAIPUR (C.G.)
GENERAL SPECIFICATION
1 Soil Testing The contractor carried out bearing test on proposed location. However the contractor shall carry out appropriate geo technical survey under the supervision of Engineer-in-charge at the site once the site has been cleared of the hutments.
2 Structure Design Only working plan and Elevation drawing of building shall be provided by the board. Other realented all drawings i/c. complete copies of the RCC structure drawings, water supply, s/f and all other drawings/designs shall be provided by the contractor duly approved by government engineering college/N.I.T. and no shall extra payment shall be made for the same. Only building plan elevation shall be provided by the board.
2 Foundation & Structure Structure shall be fully framed structure with RCC Column footing as per design approved by the NIT/Government Engineering College.
a. Base concrete 15cm thick cement concrete base concrete with 1:4:8 below building foundation on hard strata/on strata with SBC as specified in the soil investigation report.
b. Building foundations / RCC Frame structure RCC Framed structure with 1:1.5:3 and above grade concret as per structural designs . Only sand or hard moorum shall be used for filling in plinth and exacavated stuff for foundation pits/trenches.
c. Curing period Minimum curing period for any concrete work shall be 28 days or as advised in the aproved RCC Structure design.
d. Plan and Elevation Building plan and Elevation shall be strictly followed by the contractor.
e. Materials The contractor shall be use only those building materials which is approved by the board/Engineer-in-charge, in case of brick, sand, metal, moorum shall be permitted to use in construction after testing and get appropriate result. C.G.Housing Board nomaterial should be used in construction work and No payment should be made for Non aproved material.
3 General Specification
S. No. Particulars Details
1 Plinth height Minimum height Plinth shall not less than 0.90 mtr. From Nearest finished road top level
2 Foundation & Structure RCC Frame Structure with 1:1.5:3 concrete Masonry work in plinth with brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 4.0 in Crushing strength should not be less than 40kg per sq cm. Cement Mortar 1:6 (1 cement : 6 coarse sand . C.C. 1:4:8 base concrete 10 cm thick under floor as per direction of Engineer-in-Charge. Damp proof course of 1:2:4 cement concrete 40mm thick (with 10mm to 20 mm grade hard metal ) covered with bitumen and sand (1kg bitumen/sqm.) at plinth level to be done as per direction of Engineer-in-Charge
3 Superstructure
A) 20cm thick Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 4.0 in: Cement Mortar 1:6 (1 cement : 6 coarse sand) for outer wall and 10 cm for partition wall in CM 1:4 with RCC bend of 10 cm thick with main bar of 8mm 4 bars and 6 mm dia ring @ 20 mm C/C at sill and lintel level.
Lintel & chhajja Complete RCC Lintel bend in main and partition wall with lintel and chhajja at door/window opening as per approved structure drawing.
B) All RCC work in superstructure with 1:1.5:3 concrete .
4 Slab R.C.C. slab 125mm thick
5 Minimum floor height Minimum height of slab from finished floor level should not be less than 3.50 mtr height
6 Flooring, Dado and skirting
a Rooms Vitrified floor tiles with double charge/ multi charge size 600 x 600 mm and ceramic 300x300 and above ( Make-orient,kajaria,RAK or equivalent)
b Toilet floor Ceramic glazed floor tiles of size 300x300mm and above (Make-orient,kajaria,RAK or equivalent)
c Toilet Wall Ceramic glazed wall tiles conforming size greater then 200×300mm size ( Make-orient, kajaria, RAK or equivalent)
7 Corriodor, Lobby, store room, water room 600x600 mm size double charged vitrified floor tiles in all the rooms with 10cm skirting. (Make-orient, kajaria, RAK or equivalent)
8 Entrance Hall / verandah/Uranal partition 15 mm thick Table rubbedpolished Granite Stone (Grey/Pink)
At Entrance of building 60mm thick precast interlocking concrete blocks of approved size (Pigment Coloured (rubber mould) precast interlock concrete blocks)
9 Porch 450x450 mm size industrial tiles. (Make-orient, kajaria, RAK or equivalent)
All Door Frame –
First class Sal/Bija wood door frame for all doors with section of frame 0.125x0.075 m with required number of Hold Fast/Dash Fastner for in position. All frames should be make with seasoned wood and fully treated.
Door Shutters and Office Room Door
Main doors 35mm thick- Approved make - Double leafe Flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters including all SS fittings as approved by the Engineer-in-charge.
Other doors 35mm thick - Approved make - Flush door shutters, conforming to IS 2202 (Part 1),interior grade, commercial type, core of block board construction with frame of first class hard wood and well matched commercial ply veneering with vertical grains, cross bands and face veneers on both faces of shutters including all SS fittings as approved by the Engineer-in-charge.
Door shutter for WC / Bath
Providing & fixing factory made UPVC door frame made of UPVC profile section having anoverall dimension as below (tolerance ± 1mm) with wall thickness 2.0 mm ± 0.2mm, corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19x19mm and 1mm±0.1mm wall thickness and 3 Nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer in charge. 25mm thick Single Panel PVC door shutter including PVC door frame with all aproprite aluminum door fittings and hinges etc. complete. ISI make approved by Engineer in charge.
Main Gate :-For Main Gate Providing and fixing in position Collapssible Steel Shutter with Vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 0x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles i/c. applying a priming coat of red oxide zinc cromate primer. complete.
11 Window, ventilator Powder coated Three track aluminium sliding/openable window with 1.5mm section thickness conforming to IS: 733, IS: 1285 and shall be anodized transparent or dyed to approved shade for window, ventilater including 4mm thickness glass with all fitting etc. as approved by EIC. ( Make-Hindalco, Nalco or equivalent) Two pannel with glass shutter and one panel with stainless wire gauge of average width of aperture 1.56mm with wire of 0.35mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete.
Grill for windows and ventilator- MS grill of 10 mm sq. bar 100 mm C/C specing horizontaly and 4 number bar vertically (Number of Guard bar may vary as per the site condition) with frame of 30x5mm flat and applying a priming coat of Redoxide Zinc chromate primer (as per attached drawing of grill ) as approved by Engineer-in-Charge
12 Plastering 12 / 15 mm thick inner and outer Cement Plaster in CM 1:5 for brick work & 6mm thick cement plaster in CM 1:4 in all exposed R.C.C. surface . 18mm plaster under layer of 12mm thick cement plaster 1:4 should be done to maintain elevation work.
13 Drip course 18 mm thick and 50mm wide plain cement mortar band in cement mortar 1:4 over chajja
14 Neat cement Punning Over all chajja are provided.
15 Chicken Mesh 30cm wide double folded strip of chicken mesh will be provided at all junction of brick work and RCC work.
16 Concrete Gola 3cm thick 7.5cm X 7.5cm concrete gola to be done at junction of wall and RCC slab/Chhajjas.
17 Painting / water proofing cement paint 1) PUTTY- wall care putty over plastered ceiling surface including scaffolding complete. Upto 2 mm thickness to make surface even and smooth in line and level on inner surface and (2 mm thick) Exterior grade White cement based putty (Make -JK / Birla /Nerolac or equivalent) on outer surface .
2) INTERNAL PAINT & EXTERNAL PAINT-Painting inner wall with acrylic premium emulsion paint 2 or more coat to get even shade. (Make-Asian, Dulux,Berger or equivalent)
18 Water Proofing in Roof Slab Grading roof for water proofing treatment with: Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in terrace.
19 Painting on Iron/ Wood Work / Doors Melamine polish on new wood work (two or more coats) with spray machine after preparing surface by rubbing down smooth with sand papers, preparation of surface, applying 5 to 10 coats of French sprit polish, applying two coats of Melamine sealer and finally applying two coats of Melamine clear as per manufacturers specifications complete.
Premium Synthetic enamel paint three coats in approved shades of approved make as directed by Engineer– in – charge in door frames, wood work & iron work including priming coat with ready mix primer.
20 Ramp 60mm thick precast interlocking concrete blocks over 40 mm thick average course sand bed.
21 Stair M.S.Pipe provided for hand rail.
22 Internal Sanitary and Water Supply Fixtures C.P. fittings and other fixtures Nos. of fittings & fixtures as per the required and instruction of Engineer-in-charge ( Make-Hindware,Parryware or equivalent).
23 Over Head Tank (capacity 2000 ltr. Each unit) Double layer ISI Polyethylene water storage tank 2000 Ltr (Make-Sintex, Vertex,Plasto or equivalent)
24 Tarrace/ Roof Grading roof for water proofing treatment with: Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in terrace.
25 Internal Water Supply As per Drawing & Design Enclosed.
Water supply for Tahsil Office Building
As per Drawing & Design Enclosed.
(a) As per requirement of Tahsil Building Providing and fixing of approved make "B" class G.I. Pipe & fitting for water supply line with fittings, with all fittings such as such cocks and valves fitted and fix to the walls with G.I approved clamps at any floor or buried under ground including making necessary chases and holes in walls and floors or trenching etc and painting of pipe, complete with making good or refilling. including painting of pipe .(Make Jindal/Surya/Tata) B-class
Ø length as per the requirment of drawing and site condition.
Ø Providing and fixing vitreous china water closet squatting pan (Indian type) including cutting and making good the walls and floors where required: White Orissa pattern W.C. pan of size 580x440 mm as per drawing. (Make-Hindware/ Parryware/RAK) with 10 liter capacity PVC flushing cistern. 02 Nos.
Ø Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White pedestal type as per drawing. (Make-Hindware/ Parryware/RAK) 05 Nos.
Ø Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete: Flat back half stall urinal of size 460x380x250mm as per drawing.. (Make-Hindware/ Parryware/RAK) 06 Nos.
Ø Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required : White Size 550x450 mm with pedestals comprising of glazed vitreous china of specified size with central slot for single valve, only and enamel of aluminum paint, cast iron brackets, 15mm C.P. brass (heavy type weight approx. 400 gms.) pillar cock 32 mm dia G.I. Waste coupling with C.P. chain and hard rubber plug 15mm lead inlet connection not less than 375mm in length with 15mm dia CP brass heavy angle cock 32 mm PVC. Waste pipe (bath care/ chilly make) with gully trap and brass cleaning thimble up to and outside of wall till gully trap or drain pipe with G.I. Clips including 40 mm G.I. pipe sleeve previously Embedded in correct position complete with all joints and making chases and holes in floors and walls, repairing the same with cement mortar (1:3) plastering and coloring to the original condition and painting of fittings etc. complete. (size 550mmx400mm) with all fittings required. as per drawing. (Make-Hindware/ Parryware/ RAK) 15 Nos.
Ø Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required:
a) Bib cock (400 grams) as per drawing. 25 Nos.
b) Long body bib cock (500 grams) as per drawing. 02 Nos.
c) Two way Bib cock (800 gram) 05 Nos.
d) Stop cock (concealed) (600 grams) as per drawing. 15 Nos.
g) Toilet paper holder as per drawing. 05 Nos.
h) Soap dish plate as per drawing. 06 Nos
j) Towel rail (600mm long x 20mm dia) as per drawing. 06 Nos.
l) Providing and fixing stainless steel drain jali of approved make/quality. as per drawing. 14 Nos.
m) Providing and fixing gun metal non- return valve (horizontal type) of approved quality (screwed end) : 40 mm nominal bore as per required. 06 Nos, 50 mm nominal bore as per required. 04 Nos.
n) Providing and placing in position C.I. sluice valves category “A” (Make Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., WAG) (with cap) complete: 100 mm diameter as per required. 08 Nos.
c) As per requirement and instruction of Engineer in charge Providing and fixing in position best Indian make gun metal high pressure full way or Gate valve (peets Pattern) with iron wheel head complete.
d) As per requirement Providing and fixing in position underground sewerage pipe SW PIPE /SN-8, SN-Stiffness class 8 KN/Sqmt. full round pipe with gasket and necessary joint material laid under ground over cement concrete 1:2:4 150mm thick and in proper radiant complete including excavation of trenches up to 2 meters depth and refilling of trenches.
(a) 100 mm dia (c.c. base 30cm wide)
(b) 150 mm dia (c.c. base 38cm wide)
e) As per requirement Providing and fixing in position ASQUARE MOUTH S.W. gully trap grade "A'' complete with C.I. grating brick masonry chamber with well burnt moduler clay bricks crushing strength not less than 35kg/cm2 water tight C.I. cover with frame of 300x300mm size (inside ) the weght of cover tobe not less than 4.5 kg and frame to be not less than 2.7 kg as per standard design ( 100x100mm size P type) 13 Nos.
f) Providing and hoisting and fixed in position water storage tanks polyethylene water storage tank made out of F.D.A. approved as per IS 1270-1996 HDPE materials suitable for rotational molding vertical type and capable of holding required capacity of water with in the permissible tolerance limit for HDPE materials with provision for inlet outlet and overflow connection with heavy duty nipple socket drain plug etc. to facilitate inter connection and providing overflow brass cock at any height & Standard weight. (2000 ltrs capacity in hostel building) with float valve. (Make-Sintex Double Layer)
g) As per requirement in hostel building Providing and fixing in position G.M. heavy ferrule including making holes of Pipes line and making gasket joints etc. complete inclusive of clamps.
20mm dia/25 mm dia
h) Constructing masonry chamber 30X30X50 mm inside modular brick for stop cock in CM 1:4 with C.I. surface box 100X100X75 mm with Hing cover etc complete as per requirement and instruction of Engineer in charge.
i) Constructing 60X60X75 mm inside modular brick for sluice valve in CM 1:4 with C.I. surface box 100X100X75 mm complete as per requirement and instruction of Engineer in charge.
j) Constructing 90X80cm inside modular brick in CM 1:4 with required depth i/c C.I. Cover with frame for sewerage complete as per requirement and instruction of Engineer in charge.
Note:-Above Qty of Fittings are tentative and may varry according to the site condition,Final decision of water supply work and fittings/system giving by Engineer-in-charge if required
Assistant Engineer Executive Engineer Chhattisgarh Housing Board Chhattisgarh Housing Board Capital project Division nava Raipur Capital project Division nava Raipur
DETAIL ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE FOR SUB REGISTRAR AT MANEDRAGARH DISTT. M.C.B. (C.G.)
Based of PWD SOR 20.04.2026
S. No. I. No. PARTICULAR Measurement
NO NO L B D/H QTY UNIT RATE AMOUNT
S.O.R No. CIVIL WORK
1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). 1 1 17.24 17.54 302.39 sqm 7.20 2177.00
2 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.
1.1.1 In all types of soils.
1.1.2 In ordinary rocks.
3 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.
Sub registrar sitting 1 1 4.27 5.49 1.15 26.96
Sub registrar Chamber 1 1 2.74 4.00 1.15 12.60
Waiting Lounge 1 1 2.74 4.00 1.15 12.60
Waiting/sitting area 1 1 10.52 9.55 1.15 115.54
Female toilet 1 1 1.22 1.52 1.15 2.13
Handicapped Toilet 1 1 1.52 1.52 1.15 2.66
Security Room 1 1 1.16 1.52 1.15 2.03
Total(A) 299.30
Total(B) 353.20
4 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
5 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in each deposited layer by ramming and watering with
For Footing (Total Excavated Earth) 340.00
Deduct : PCC Work -9.25
RCC Work -96.80
6 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. (Note :Excess/ less cement used as per design mix is payable/ recoverable separately)
3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
Column upto Plinth 1 28 0.20 0.40 3.00 6.72
For ground/plinth Beam
A.toilet & C.toilet 1 1 2.94 0.20 0.40 0.24
Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.40 0.36
A.toilet & C.toilet 1 1 1.83 0.20 0.40 0.15
Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.40 0.24
A.toilet & C.toilet 1 1 2.94 0.20 0.07 0.04
Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.07 0.06
Retaining wall 1 2 15.54 0.20 1.95 12.12
A.toilet & C.toilet 1 1 1.83 0.20 0.07 0.03
Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.07 0.04
A.toilet & C.toilet 1 1 2.94 0.20 0.40 0.24
Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.40 0.36
A.toilet & C.toilet 1 1 1.83 0.20 0.40 0.15
Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.40 0.24
Sub registrar sitting 1 1 4.27 5.49 0.15 3.52
Sub registrar chamber 1 1 2.74 4.00 0.15 1.64
Waiting lounge 1 1 2.74 4.00 0.15 1.64
waiting /setting 1 1 10.52 9.55 0.15 15.07
Female Toilet 1 1 1.22 1.52 0.15 0.28
Handicap Toilet 1 1 1.52 1.52 0.15 0.35
Total(B) 64.88 cum
Total(C) 5.54 cum
7 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm
registry area 1 1 4.27 0.10 0.10 0.04
Sub registrar chamber 1 1 1.84 0.10 0.10 0.018
waiting lounge 1 1 2.17 0.10 0.10 0.022
waiting lounge 1 1 1.84 0.10 0.10 0.018
waiting lounge 1 1 4.00 0.10 0.10 0.040
male toilet & female toilet 1 3 1.52 0.10 0.10 0.046
For Lintel Beam
registry area 1 1 4.27 0.10 0.10 0.04
Sub registrar chamber 1 1 2.74 0.10 0.20 0.055
waiting lounge 1 1 2.17 0.10 0.10 0.022
waiting lounge 1 1 2.74 0.10 0.20 0.055
waiting lounge 1 1 4.00 0.10 0.10 0.040
male toilet & female toilet 1 3 1.52 0.10 0.10 0.046
kitchen platform slab 1 1 2.01 0.60 0.10 0.121
mumty door chhajja 1 1 4.40 0.60 0.10 0.264
Entrance step 1 2 2.90 0.30 0.15 0.261
8 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.1.4 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size).
Parapet coping 1 56.53 0.20 0.10 1.13
mumty coping 2 4.20 0.20 0.10 0.17
9 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
terrace 5.54 cum 166.00 920.00
10 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
A 2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
Footing PCC 32 1 6.80 0.10 21.76
Footing RCC 32 1 6.00 0.40 76.80
Column upto plinth level 28 1 1.20 3.00 100.80
For ground/plinth Beam
Horizontel 1 5 4.17 1.00 20.85
A.toilet & C.toilet 1 1 2.94 1.00 2.94
Male toilet+female toilet+Handi. Toilet 1 1 4.56 1.00 4.56
A.toilet & C.toilet 1 1 1.83 1.00 1.83
Male toilet+female toilet+Handi. Toilet 1 2 1.52 1.00 3.04
Horizontel 2 5 4.17 0.07 2.92
A.toilet & C.toilet 2 1 2.94 0.07 0.41
Male toilet+female toilet+Handi. Toilet 2 1 4.56 0.07 0.64
A.toilet & C.toilet 2 1 1.83 0.07 0.26
Male toilet+female toilet+Handi. Toilet 2 1 1.52 0.07 0.21
11 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape
Column terrace level 1 4 1.20 2.25 10.80
12 2.1.8 Beams, lintels, cantilevers & walls
For Lintel Beam
outer wall 2 1 3.70 0.20 1.48
registry area 2 1 4.27 0.10 0.85
Sub registrar chamber 2 1 2.74 0.20 1.096
waiting lounge 2 1 2.17 0.10 0.434
server room 2 1 2.60 0.20 1.040
waiting lounge 2 1 2.74 0.20 1.096
waiting lounge 2 1 4.00 0.10 0.800
male toilet & female toilet 2 3 1.52 0.10 0.912
Horizontel 1 1 3.10 1.00 3.10
A.toilet & C.toilet 1 3 1.52 1.00 4.56
Male toilet+female toilet+Handi. Toilet 1 2 0.47 1.00 0.94
A.toilet & C.toilet 1 1 2.74 1.00 2.74
Male toilet+female toilet+Handi. Toilet 1 1 2.15 1.00 2.15
13 2.1.7 Suspended floors, roofs, access Kitchen Platform, balconies (plain surfaces) and shelves (cast in situ)
Sub registrar sitting 1 1 4.27 5.49 23.44
Sub registrar chamber 1 1 2.74 4.00 10.96
server Room 1 1 2.60 2.10 5.46
Waiting lounge 1 1 2.74 4.00 10.96
record room 1 1 2.15 7.60 16.34
waiting /setting 1 1 10.52 9.55 100.47
male toilet 1 1 1.22 1.52 1.85
Female Toilet 1 1 1.22 1.52 1.85
Handicap Toilet 1 1 1.52 1.52 2.31
Waist slab 1 1 5.78 1.34 7.75
14 2.1.13 Weather shade, chhajja, Cornices and mouldings
Ramp chhajja 1 1 4.57 0.90 4.11
mumty door chhajja 1 1 4.40 0.60 2.64
15 2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like.
outer wall 2 1 3.70 0.10 0.74
registry area 2 1 4.27 0.10 0.85
Sub registrar chamber 2 1 1.84 0.10 0.368
waiting lounge 2 1 2.17 0.10 0.434
server room 2 1 1.70 0.10 0.340
waiting lounge 2 1 1.84 0.10 0.368
waiting lounge 2 1 4.00 0.10 0.800
male toilet & female toilet 2 3 1.52 0.10 0.912
Parapet coping 2 1 56.53 0.10 11.31
mumty coping 2 2 4.20 0.10 1.68
16 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
3.12.2 Thermo-Mechanically treated bars FE 500D )
Qty. of R.C.C. M 25 167.23
17 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work.
A.toilet & C.toilet 1 1 2.94 0.20 0.05 0.03
Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.05 0.05
A.toilet & C.toilet 1 1 1.83 0.20 0.05 0.02
Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.05 0.03
18 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:
7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)
upto plinth level
A.toilet & C.toilet 1 1 2.94 0.20 0.90 0.53
Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.90 0.82
A.toilet & C.toilet 1 1 1.83 0.20 0.90 0.33
Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.90 0.55
Column portion -5 0.40 0.20 3.50 -1.40
19 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
20 7.11 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level:
7.11.2 Cement Mortar 1:4 (1 cement : 4 coarse sand)
Deduction of opening
Window box side 2 10 0.60 1.50 18.00
21 7.12 Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level:
Qty same as above 180.32 sqm 10.00 1803.00
22 7.20 Extra for providing and placing in position hopping 25x1.60 mm or 2 Nos 6mm dia MS bars reinforcement at every third course of half brick masonry.
Qty same as above 180.32 sqm 59.00 10639.00
23 8.1 Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position.
8.1.2 Sal, bijasal, benteak, khair, haldu
24 8.3 Providing 40x5mm iron hold fast 40cm long including fixing to frame with 10mm bolts nuts and wooden plug and embedding in Cement Concrete 1:2:4 in blocks of size 30x10x15cm.
in all doors 3 3.00 9.00
Total 9.00 each 65.00 585.00
25 8.4 Providing and fixing Dash fastener (for fixing door/ window frames) on C.C. / R.C.C./ Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.
8.4.3 Dash fastener 12x100mm
in all doors 3 3.00 9.00
Total 9.00 each 35.00 315.00
26 8.137 Providing and fixing stainless steel sliding door bolts with 16mm rod, 2.5mm thick flap, necessary stainless steel nuts bolts and screws etc complete.
27 8.138 Providing and fixing stainless steel door latch with 12mm rod, 2.5mm thick flap, necessary stainless steel screws etc complete.
28 8.139 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete.
29 8.140 Providing and fixing stainless steel door handles having flap thickness 2.5mm, necessary stainless steel screws etc complete.
30 8.143 Providing and fixing stainless steel hanging door stopper with necessary stainless steel screws complete.
31 8.132 Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete.
Total 12.00 each 88.00 1056.00
32 8.120 Providing and fixing aluminium sliding door bolts with 16mm rod, necessary nickel plated iron nuts bolts and screws etc complete.
33 8.121 Providing and fixing aluminium door latch with 12mm rod, necessary nickel plated iron nuts bolts and screws etc complete.
34 8.123 Providing and fixing aluminium door handles 2.5mm thick with necessary nickel plated iron screws etc complete.
35 8.122 Providing and fixing aluminium tower bolts (Barrel type) with necessary nickel plated iron screws etc complete.
36 8.158 Providing and fixing IS: 3564 marked aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc complete.
37 8.16 Providing and fixing PVC membrane foil coated (laminated) flush door shutters, made with core of block board with frame of first class hard wood, coated with 0.30mm membrane pasted with resin using vacuam treatment process complete all butexcluding hinges.
A 8.16.1 35 mm. thick (single leaf)
B 8.16.2 30 mm thick (single leaf)
38 8.15 Extra for double leaf shutter instead of single leaf.
39 8.18 Providing and fixing lipping with second class teak wood lipping on all edges of shutters.
40 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.
41 8.151 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out ofextruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge
42 8.152 8.152 Providing and fixing 30mm thick factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45degree angle on either side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm
thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per Manufacturer’s specification including 3 nos ISI marked stainless steel hinges of size 100x58x1.9 mm complete. (for W.C. and bathroom door shutter).
8.152.2 Both side Pre-laminated panel PVC door shutter
43 9.47 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for separately:)
9.47.1 For fixed portion
ventilator 5 0.60 0.60 6.00 10.80
For A.C.P frame
Front elevation
Total 17.76 Sqm
2.64 kg per sqm for A.C.P 2.64 17.76 46.89 B
9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).
Qty same as above Total 162.00 kg 287.00 46494.00
44 9.51 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):
9.51.2 With float glass panes of 5 mm thickness
ventilator 5 0.60 0.60 1.80
45 9.34 Providing and fixing stainless wire gauge of average width of aperture 1.56mm with wire of 0.35mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete.
46 11.41 Providing and fixing chicken mesh weighting not less than 250 gms/sqm as per IS : specification in the required width with 40mm long steel nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc. complete before plastering upto 10mts in height.
Horizontel 1 5 4.17 0.30 6.26
A.toilet & C.toilet 1 1 2.94 0.30 0.88
Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.30 1.37
A.toilet & C.toilet 1 1 1.83 0.30 0.55
Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.30 0.91
47 12.79 Providing and laying DOUBLE/MULTI CHARGE (minimum 2.0 mm thick layer) VITRIFIED floor tiles with water absorption less than 0.05% and conforming to IS:15622-2017 of 1st quality of approved make in all colours and shades and size mentioned below (+/- 10mm) laid on 20mm thick cement mortar 1:4 (1cement: 4 coarse sand) including grouting the joints with withe cement and matching pigments etc. complete.
12.79.1 Size 600x600mmSize 600x600mm thickness 9 to 10mm
Skirting @ 10% 22.88
48 12.8 Providing and fixing plain cement concrete fibre reinforced heavy duty designer glazed floor tiles with uniform colour (for coloured tiles) and texture conforming to IS: 1237 (for abrasion wear) and IS : 516 (for compressive strength) of approved make, colours, shades and size on cement Mortar bed and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.
12.8.2 On floor, steps and risers over 20mm thick bed of cement Mortar 1:4 (1 cement : 4 coarse sand)
49 12.45 15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above)
12.45.2 Granite stone black
Skirting @ 10% 2.30
window lining 2 8 1.80 0.28 7.98
Entrance Steps 1 3 2.90 0.30 2.61
50 13.19 Extra for providing edge moulding to 15mm thick stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
13.19.2 Granite work
Landing 1 2 1.34 2.68
window lining 4 8 1.80 57.60
51 12.74 Providing and fixing rectified glazed ceramic Floor tiles of 1st quality conforming to IS : 15622-2017 of approved make, in all colours, shades over 20mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete
12.74.2 Size 400x400mm thickness 7 to 8 mm
A.TOILET + Common Toilet 1 2 1.22 1.83 4.47
Male toilet+female toilet 1 2 1.22 1.52 3.71
Handi. Toilet 1 1 1.52 1.52 2.31
52 12.8 Providing and fixing rectified glazed ceramic wall/dado tiles of 1st quality conforming to IS : 15622-2017 of approved make, in all colours, shades on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.
12.75.1 Size 300x450mm thickness 7 to 8mm
A.Toilet+ C.toilet 2 2 1.22 2.10 10.25
Handi. Toilet 1 2 1.52 2.10 6.38
Pantry wall 1 1 2.01 0.6 1.21
53 11.1 Providing and making 6mm thick cement plaster of mix:
11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand)
Total 271.10 sqm
10% for beam and column offset 27.11
ventilator 2 5 0.80 0.60 4.800
Ramp chhajja 1 1 4.57 0.90 4.113
mumty door chhajja 1 1 4.40 0.60 2.640
54 11.2 Providing and making 12mm thick cement plaster of mix:
11.2.4 In Cement Mortar 1:5 (1 cement : 5 fine sand)
Sub registrar sitting 1 2 4.27 3.60 30.74
Sub registrar chamber 1 2 2.74 3.60 19.73
server Room 1 2 2.60 3.60 18.72
Waiting lounge 1 2 2.74 3.60 19.73
waiting /setting 1 2 10.52 3.60 75.74
staircase 1 2 5.80 3.75 43.50
Toilet wall 2 2 1.22 1.65 8.05
Total 589.82 sqm
50% for 12 mm plaster Total 294.91 A
Box window wall inner 2 8 1.50 0.60 14.40
Parapet inner side 1 1 56.53 0.90 50.88
Total 12mm Plaster A+B 368.11 sqm 85.00 31289.00
52 11.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:
11.3.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)
qty 50% of 12 mm inner plasted 294.91 A
Box window wall outer 2 8 1.70 0.60 16.32
Total 15mm Plaster A+B 702.03 sqm 105.00 73713.00
10 14.56 Providing and applying 2mm thick white cement based polymeric Exterior grade Putty with minimum 3 coats applied @ 5.4 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Birla wall care, Asian trucare, JK wall putty, Berger Bison wall putty) to make the surface smooth and even with all tools tackles and labour etc. complete for the work
As per 6mm Plaster 329.68
As per 12mm Plaster 368.11
As per 15mm Plaster 702.03
11 14.59 Providing and applying Polymaric cement primer on all surface applied @ 0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 (product such as Birla white primacoat/activcoat, Asian Trucare , Dulux interior cement primer, Opus Calista / I10 ) with all tool tackles and labour etc. complete for the work
As per 6mm Plaster 329.68
As per 12mm Plaster 368.11
As per 15mm Plaster 702.03
12 14.64 Providing and applying Premium plastic emulsion paint with roller application minimum three coats applied @ 0.75 lit / 10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -1 Class D & C ( Glossy and Semi Glossy Finish) of required shade (Product such as Asian Apcolite Premium , Dulux Super Cover, Berger Easy Clean , Nippon Breezee Metex Gold, Opus I-50 / Calista) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work.(with 3 year Warranty)
shade to give an even shade. On new work (two or more coats)
As per 6mm Inner Plaster 298.21
As per 12mm inner Plaster 294.91
As per 15mm inner Plaster 294.91
Total Total 888.03 sqm 79.00 70154.00
13 14.68 Providing and applying on exterior surface with PREMIUM Exterior emulsion paint of required shade to give protective and water proof finish minimum 3 coats applied @ 1.40 lit / 10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -2 Class D , C (Glossy /Semi Glossy finish ) (Product such as Asian Apex , Dulux Weather Shield Prima E900 , Berger Weathercoat Antidust , Nerolac Everlas Excel , Nippon Sumo Etra, Opus True flex) inclusive of providing abro tape on edges and articleand cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work.(With 3Year Warranty.)
As per 6mm Outer Plaster 31.47
As per 12mm Outer Plaster 73.20
As per 15mm Outer Plaster 407.12
14 14.72 Providing and applying Glossy finish Enamel paint mimimum 2 coats in all surface applying @ 0.75 lit/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian Apcolite Premium Enamel , Dulux Promise Premium Enamel , Nerolac Synthatic Enamel, Opus Prime enamel ) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc. complete for the work
Collapsible 1 1 2.40 2.40 1.50 8.64
door frame 1 1 6.80 0.28 1.88
door frame 1 2 5.80 0.28 3.25
15 4.13 Grading roof for water proofing treatment with: Cement concrete 1:2;4 (1 cement : 2 coarse sand :4 graded stone aggrigate 20mm nominal size)
16 3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer.
16 10.41 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down grade) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design.
mumty top 1 2 4.20 8.40
Top & Bottom 1 8 2.00 16.00
W2 window 1 2 1.40 2.80
ventilator 1 5 0.80 4.00
Ramp chhajja 1 1 4.57 4.57
mumty door chhajja 1 1 4.40 4.40
17 11.32.4 Providing and making 18 mm thick plain cement mortar band in cementmortar 1:4 (1 cement : 4 fine sand) per cm width:,Drip course 10 cm wide
Top & Bottom 1 8 2.00 16.00
W2 window 1 2 1.40 2.80
ventilator 1 5 0.80 4.00
Ramp chhajja 1 1 4.57 4.57
mumty door chhajja 1 1 4.40 4.40
18 11.5 Neat Cement punning.
ventilator 1 5 0.80 0.60 2.40
Ramp chhajja 1 1 4.57 0.90 4.11
mumty door chhajja 1 1 4.40 0.60 2.64
19 9.11 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 40x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer.
main gate 1 2.40 2.40 5.76
20 11.40 Making groove in cement plaster while plastering upto10 mm deep and 10 mm wide.
front elevation
21 9.57 Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete. SS Grade 304
9.57.2 Stair railing
Total Length of 50mm railing Pipe 1 1 5.78 0.90 5.20
22 9.61 Providing and fixing aluminium composite panels in approved panel sizes, thickness and shape on aluminium frame work on face of building. (Frame to be paid separately)
9.61.2 4mm thick
Front elevation
23 3.16 Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth.
24 10.61 Providing and fixing at all height false ceiling consisting of frame work "W" / "U" / "L" sections made of G.I. sheet with zinc coating of grade 120 consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick button wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of
2.64mm diax230mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.55mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed including providing and fixing 12.5 mm thick tapered edge gypsum board conforming to IS: 2095- Part-I all complete as per drawing and specification and direction of the Engineer in Charge but excluding the cost of painting.
PART B WATER SUPPLY AND SANITARY WORK WORK
1 19.42 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 1 1000.00 1000.00 ltr. 6.00 6000.00
2 19.7 Providing and fixing on wall surface G.I. pipes medium class complete with G.I. fittings and clamps, including cutting, making good the walls etc. and testing of joints complete
19.7.3 25 mm nominal outer dia pipes 1 40 40.00 rmt 228.00 9120.00
3 19.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. CONCEALED WORK including cutting chases and making good the walls etc.,
A 19.5.1 15 mm nominal outer dia .Pipes. 1 40.00 40.00 rmt 118.00 4720.00
B 19.5.2 20 mm nominal outer dia .Pipes. 1 40.00 40.00 rmt 148.00 5920.00
C 19.5.3 25 mm nominal outer dia .Pipes. 1 50.00 50.00 rmt 189.00 9450.00
4 18.76 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. a. 75mm dia Make: (Supreme/Finolex)
18.76.2 110mm dia pipe
B for drainage 1 45.00 45.00 rmt 224.00 10080.00
5 18.77 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.
18.77.1 Tee/ Tee with door/ Bend 45°/ Bend 90°
18.77.5 Double "Y" with or without door
18.77.8 Vent cowel
6 18.78 Providing and fixing UV stabilized Unplasticised -PVC pipe clips of approved design to Rigid PVC pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
7 18.4 Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :
18.4.1 White pedestal type 1 5.00 5.00 each 2423.00 12115.00
8 18.17 Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required :
9 18.25 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
10 19.14 Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required:
B 19.14.3 Long body bib cock (500 grams) 1 2 2 each 377.00 754.00
C 19.14.7 Angle valve for basin mixer and geyser points (450gms) 1 15 15 each 338.00 5070.00
D 19.14.4 Piller Cock (400 grams) 1 5 5 each 352.00 1760.00
E 19.14.5 Two way bib cock (800 grams) 1 5 5 each 627.00 3135.00
F 19.14.14 Soap dish plate 1 5 5 each 144.00 720.00
G 19.14.19 Health foscet (hand jet) with flexible connection pipe (for WC) 1 5 5 each 685.00 3425.00
I 19.14.14 Soap dish plate 1 5.00 5.00 each 144.00 720.00
J 19.14.16 Towel rail (600mm long x 20mm dia) 1 5.00 5.00 each 299.00 1495.00
11 19.16 Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end):
19.16.1 25 mm nominal bore 1 7.00 7 each 386.00 2702.00
12 18.10 Providing and fixing 15 mm nominal bore uplasticised PVC connection pipe with PTMT nuts and PVC bush of approved quality and colour:
13 19.15 Providing and fixing stainless steel drain jali of approved make/quality. 1 12.00 12.00 each 45.00 540.00
14 20.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete 150mm thick as per standard design:
20.2.2 for sewer line 1 50.00 50.00
15 20.3 Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with C.I. grating brick masonry chamber with well burnt modular clay bricks crushing strength not less than 35kg/ cm², water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :
16 19.47 Constructing masonry Chamber 30x30x50 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :
17 19.48 Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
18 19.49 Constructing masonry Chamber 90x90x100 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
19 18.22 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink without drain board as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required :
20 18.31 Providing and fixing 600x120x5mm glass shelf with edges rounded off supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
21 18.29 Providing and fixing 600x450 mm beveled edge 4mm mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
Total 4189636.00
GENERAL ABSTRACT
Name of Work- CONSTRUCTION OF MODEL REGISTRY OFFICE FOR SUB REGISTRAR AT MANEDRAGARH DISTT. M.C.B. (C.G.)
S.No. Particular Amount
1 Cost of Civil Work & Water Supply,sanitary fittings RS. 4189636.00
2 Cost Of Septic Tank RS. 129916.00 15449
3 Cost of Rain Water Harvesting RS. 72072.00 43071
4 Cost of Borewell i/c Pump installation with required fittings RS. 184012.00 58520
5 Cost of Internal Electrification work RS. 712159.00
Total RS. 5287795.00
Add 5% Anticipated Tender Rate RS. 264390.00
Total RS. 5552185.00
Add 18% GST RS. 999393.30
Total RS. 6551578.30
Add 1% contingency charges RS. 65516.00
Add 8% Supervision charges RS. 524126.00
Total(A) RS. 7141220.30
Say Rs. In Lacs 71.41
DETAIL ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE FOR SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE
Based of PWD SOR 2015
S. No. I. No. PARTICULAR Measurement
NO NO L B D/H QTY UNIT RATE AMOUNT
S.O.R No. CIVIL WORK
1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). 1 1 17.24 17.54 302.39 sqm 7.20 2177.00
2 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.
1.1.1 In all types of soils.
1.1.2 In ordinary rocks.
3 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.
Sub registrar sitting 1 1 4.27 5.49 1.15 26.96
Sub registrar Chamber 1 1 2.74 4.00 1.15 12.60
Waiting Lounge 1 1 2.74 4.00 1.15 12.60
Waiting/sitting area 1 1 10.52 9.55 1.15 115.54
Female toilet 1 1 1.22 1.52 1.15 2.13
Handicapped Toilet 1 1 1.52 1.52 1.15 2.66
Security Room 1 1 1.16 1.52 1.15 2.03
Total(A) 299.30
Total(B) 1393.45
4 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).
5 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in each deposited layer by ramming and watering with
For Footing (Total Excavated Earth) 340.00
Deduct : PCC Work -9.25
RCC Work -96.80
6 3.3 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work.
3.3.2 M-25 grade
Column upto Plinth 1 28 0.20 0.40 3.00 6.72
For ground/plinth Beam
A.toilet & C.toilet 1 1 2.94 0.20 0.40 0.24
Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.40 0.36
A.toilet & C.toilet 1 1 1.83 0.20 0.40 0.15
Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.40 0.24
A.toilet & C.toilet 1 1 2.94 0.20 0.07 0.04
Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.07 0.06
Retaining wall 1 2 15.54 0.20 1.95 12.12
A.toilet & C.toilet 1 1 1.83 0.20 0.07 0.03
Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.07 0.04
A.toilet & C.toilet 1 1 2.94 0.20 0.40 0.24
Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.40 0.36
A.toilet & C.toilet 1 1 1.83 0.20 0.40 0.15
Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.40 0.24
Sub registrar sitting 1 1 4.27 5.49 0.15 3.52
Sub registrar chamber 1 1 2.74 4.00 0.15 1.64
Waiting lounge 1 1 2.74 4.00 0.15 1.64
waiting /setting 1 1 10.52 9.55 0.15 15.07
Female Toilet 1 1 1.22 1.52 0.15 0.28
Handicap Toilet 1 1 1.52 1.52 0.15 0.35
Total(B) 64.88 cum
Total(C) 5.54 cum
7 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm
registry area 1 1 4.27 0.10 0.10 0.04
Sub registrar chamber 1 1 1.84 0.10 0.10 0.018
waiting lounge 1 1 2.17 0.10 0.10 0.022
waiting lounge 1 1 1.84 0.10 0.10 0.018
waiting lounge 1 1 4.00 0.10 0.10 0.040
male toilet & female toilet 1 3 1.52 0.10 0.10 0.046
For Lintel Beam
registry area 1 1 4.27 0.10 0.10 0.04
Sub registrar chamber 1 1 2.74 0.10 0.20 0.055
waiting lounge 1 1 2.17 0.10 0.10 0.022
waiting lounge 1 1 2.74 0.10 0.20 0.055
waiting lounge 1 1 4.00 0.10 0.10 0.040
male toilet & female toilet 1 3 1.52 0.10 0.10 0.046
kitchen platform slab 1 1 2.01 0.60 0.10 0.121
mumty door chhajja 1 1 4.40 0.60 0.10 0.264
Entrance step 1 2 2.90 0.30 0.15 0.261
8 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.1.4 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size).
Parapet coping 1 56.53 0.20 0.10 1.13
mumty coping 2 4.20 0.20 0.10 0.17
9 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
terrace 5.54 cum 195.00 1081.00
10 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
A 2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
Footing PCC 32 1 6.80 0.10 21.76
Footing RCC 32 1 6.00 0.40 76.80
Column upto plinth level 28 1 1.20 3.00 100.80
For ground/plinth Beam
Horizontel 1 5 4.17 1.00 20.85
A.toilet & C.toilet 1 1 2.94 1.00 2.94
Male toilet+female toilet+Handi. Toilet 1 1 4.56 1.00 4.56
A.toilet & C.toilet 1 1 1.83 1.00 1.83
Male toilet+female toilet+Handi. Toilet 1 2 1.52 1.00 3.04
Horizontel 2 5 4.17 0.07 2.92
A.toilet & C.toilet 2 1 2.94 0.07 0.41
Male toilet+female toilet+Handi. Toilet 2 1 4.56 0.07 0.64
A.toilet & C.toilet 2 1 1.83 0.07 0.26
Male toilet+female toilet+Handi. Toilet 2 1 1.52 0.07 0.21
11 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape
Column terrace level 1 4 1.20 2.25 10.80
12 2.1.8 Beams, lintels, cantilevers & walls
For Lintel Beam
outer wall 2 1 3.70 0.20 1.48
registry area 2 1 4.27 0.10 0.85
Sub registrar chamber 2 1 2.74 0.20 1.096
waiting lounge 2 1 2.17 0.10 0.434
server room 2 1 2.60 0.20 1.040
waiting lounge 2 1 2.74 0.20 1.096
waiting lounge 2 1 4.00 0.10 0.800
male toilet & female toilet 2 3 1.52 0.10 0.912
Horizontel 1 1 3.10 1.00 3.10
A.toilet & C.toilet 1 3 1.52 1.00 4.56
Male toilet+female toilet+Handi. Toilet 1 2 0.47 1.00 0.94
A.toilet & C.toilet 1 1 2.74 1.00 2.74
Male toilet+female toilet+Handi. Toilet 1 1 2.15 1.00 2.15
13 2.1.7 Suspended floors, roofs, access Kitchen Platform, balconies (plain surfaces) and shelves (cast in situ)
Sub registrar sitting 1 1 4.27 5.49 23.44
Sub registrar chamber 1 1 2.74 4.00 10.96
server Room 1 1 2.60 2.10 5.46
Waiting lounge 1 1 2.74 4.00 10.96
record room 1 1 2.15 7.60 16.34
waiting /setting 1 1 10.52 9.55 100.47
male toilet 1 1 1.22 1.52 1.85
Female Toilet 1 1 1.22 1.52 1.85
Handicap Toilet 1 1 1.52 1.52 2.31
Waist slab 1 1 5.78 1.34 7.75
14 2.1.13 Weather shade, chhajja, Cornices and mouldings
Ramp chhajja 1 1 4.57 0.90 4.11
mumty door chhajja 1 1 4.40 0.60 2.64
15 2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like.
outer wall 2 1 3.70 0.10 0.74
registry area 2 1 4.27 0.10 0.85
Sub registrar chamber 2 1 1.84 0.10 0.368
waiting lounge 2 1 2.17 0.10 0.434
server room 2 1 1.70 0.10 0.340
waiting lounge 2 1 1.84 0.10 0.368
waiting lounge 2 1 4.00 0.10 0.800
male toilet & female toilet 2 3 1.52 0.10 0.912
Parapet coping 2 1 56.53 0.10 11.31
mumty coping 2 2 4.20 0.10 1.68
16 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
3.12.2 Thermo-Mechanically treated bars FE 500D )
Qty. of R.C.C. M 25 167.23
17 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work.
A.toilet & C.toilet 1 1 2.94 0.20 0.05 0.03
Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.05 0.05
A.toilet & C.toilet 1 1 1.83 0.20 0.05 0.02
Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.05 0.03
18 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:
7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)
upto plinth level
A.toilet & C.toilet 1 1 2.94 0.20 0.90 0.53
Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.90 0.82
A.toilet & C.toilet 1 1 1.83 0.20 0.90 0.33
Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.90 0.55
Column portion -5 0.40 0.20 3.50 -1.40
19 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
20 7.11 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level:
7.11.4 Cement Mortar 1:4 (1 cement : 4 coarse sand)
Deduction of opening
Window box side 2 10 0.60 1.50 18.00
21 7.12 Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level:
Qty same as above 180.32 sqm 11.00 1984.00
22 8.1 Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position.
8.1.2 Sal, bijasal, benteak, khair, haldu
23 8.3 Providing 40x5mm iron hold fast 40cm long including fixing to frame with 10mm bolts nuts and wooden plug and embedding in Cement Concrete 1:2:4 in blocks of size 30x10x15cm.
in all doors 3 3.00 9.00
Total 9.00 each 72.50 653.00
24 8.40 Providing and fixing Dash fastener (for fixing door/ window frames) on C.C. / R.C.C./ Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.
8.4.3 Dash fastener 12x100mm
in all doors 3 3.00 9.00
Total 9.00 each 39.00 351.00
25 8.137 Providing and fixing stainless steel sliding door bolts with 16mm rod, 2.5mm thick flap, necessary stainless steel nuts bolts and screws etc complete.
26 8.138 Providing and fixing stainless steel door latch with 12mm rod, 2.5mm thick flap, necessary stainless steel screws etc complete.
27 8.139 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete.
28 8.140 Providing and fixing stainless steel door handles having flap thickness 2.5mm, necessary stainless steel screws etc complete.
29 8.143 Providing and fixing stainless steel hanging door stopper with necessary stainless steel screws complete.
30 8.132 Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete.
Total 12.00 each 97.50 1170.00
31 8.120 Providing and fixing aluminium sliding door bolts with 16mm rod, necessary nickel plated iron nuts bolts and screws etc complete.
32 8.121 Providing and fixing aluminium door latch with 12mm rod, necessary nickel plated iron nuts bolts and screws etc complete.
33 8.123 Providing and fixing aluminium door handles 2.5mm thick with necessary nickel plated iron screws etc complete.
34 8.122 Providing and fixing aluminium tower bolts (Barrel type) with necessary nickel plated iron screws etc complete.
35 8.158 Providing and fixing IS: 3564 marked aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc complete.
36 8.16 Providing and fixing PVC membrane foil coated (laminated) flush door shutters, made with core of block board with frame of first class hard wood, coated with 0.30mm membrane pasted with resin using vacuam treatment process complete all butexcluding hinges.
A 8.16.1 35 mm. thick (single leaf)
B 8.16.2 30 mm thick (single leaf)
37 8.15 Extra for double leaf shutter instead of single leaf.
38 8.18 Providing and fixing lipping with second class teak wood lipping on all edges of shutters.
37 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.
38 8.151 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out ofextruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge
39 8.152 8.152 Providing and fixing 30mm thick factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45degree angle on either side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per Manufacturer’s specification including 3 nos ISI marked stainless steel hinges of size 100x58x1.9 mm complete. (for W.C. and bathroom door shutter).
8.152.2 Both side Pre-laminated panel PVC door shutter
40 9.47 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for separately:)
9.47.1 For fixed portion
ventilator 5 0.60 0.60 5.00 9.00
For A.C.P frame
Front elevation
Total 17.76 Sqm
2.64 kg per sqm for A.C.P 2.64 17.76 46.89 B
9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).
Qty same as above Total 135.00 kg 338.00 45630.00
41 9.51 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):
9.51.2 With float glass panes of 5 mm thickness
ventilator 5 0.60 0.60 1.80
42 9.34 Providing and fixing stainless wire gauge of average width of aperture 1.56mm with wire of 0.35mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete.
43 11.41 Providing and fixing chicken mesh weighting not less than 250 gms/sqm as per IS : specification in the required width with 40mm long steel nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc. complete before plastering upto 10mts in height.
Horizontel 1 5 4.17 0.30 6.26
A.toilet & C.toilet 1 1 2.94 0.30 0.88
Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.30 1.37
A.toilet & C.toilet 1 1 1.83 0.30 0.55
Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.30 0.91
44 12.13 Providing and laying vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.
12.13.1 Size 600x600mm
Skirting @ 10% 22.88
45 12.8 Providing and fixing plain cement concrete fibre reinforced heavy duty designer glazed floor tiles with uniform colour (for coloured tiles) and texture conforming to IS: 1237 (for abrasion wear) and IS : 516 (for compressive strength) of approved make, colours, shades and size on cement Mortar bed and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.
12.8.2 On floor, steps and risers over 20mm thick bed of cement Mortar 1:4 (1 cement : 4 coarse sand)
46 12.45 15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above)
12.45.1 Granite stone grey/pink
Skirting @ 10% 2.30
window lining 2 8 1.80 0.28 7.98
Entrance Steps 1 3 2.90 0.30 2.61
47 13.19 Extra for providing edge moulding to 15mm thick stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
13.19.2 Granite work
Landing 1 2 1.34 2.68
window lining 4 8 1.80 57.60
48 12.10 Providing and laying rectified ceramic glazed floor tiles of size 300x300mm and above conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.
12.9.2 Size 300x300mm
A.TOILET + Common Toilet 1 2 1.22 1.83 4.47
Male toilet+female toilet 1 2 1.22 1.52 3.71
Handi. Toilet 1 1 1.52 1.52 2.31
49 12.7 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.
12.7.2 Size above 200x300mm
A.Toilet+ C.toilet 2 2 1.22 2.10 10.25
Handi. Toilet 1 2 1.52 2.10 6.38
Pantry wall 1 1 2.01 0.6 1.21
50 11.1 Providing and making 6mm thick cement plaster of mix:
11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand)
Total 271.10 sqm
10% for beam and column offset 27.11
ventilator 2 5 0.80 0.60 4.800
Ramp chhajja 1 1 4.57 0.90 4.113
mumty door chhajja 1 1 4.40 0.60 2.640
51 11.2 Providing and making 12mm thick cement plaster of mix:
11.2.4 In Cement Mortar 1:5 (1 cement : 5 fine sand)
Sub registrar sitting 1 2 4.27 3.60 30.74
Sub registrar chamber 1 2 2.74 3.60 19.73
server Room 1 2 2.60 3.60 18.72
Waiting lounge 1 2 2.74 3.60 19.73
waiting /setting 1 2 10.52 3.60 75.74
staircase 1 2 5.80 3.75 43.50
Toilet wall 2 2 1.22 1.65 8.05
Total 589.82 sqm
50% for 12 mm plaster Total 294.91 A
Box window wall inner 2 8 1.50 0.60 14.40
Parapet inner side 1 1 56.53 0.90 50.88
Total 12mm Plaster A+B 368.11 sqm 96.50 35522.00
qty 50% of 12 mm inner plasted 294.91 A
Box window wall outer 2 8 1.70 0.60 16.32
Total 15mm Plaster A+B 702.03 sqm 113.00 79329.00
10 14.13 Providing and applying 2mm thick ready mix exterior grade approved make putty (like Birla wall care, Alltek Superfine W/R of (NCL), Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.
As per 6mm Plaster 298.21
As per 12mm Plaster 294.91
As per 15mm Plaster 294.91
11 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.
As per 6mm Plaster 298.21
As per 12mm Plaster 294.91
As per 15mm Plaster 294.91
12 14.11 Wall painting with acrylic Luxury emulsion (plastic) paint of required
14.11.1 shade to give an even shade. On new work (two or more coats)
As per 6mm Inner Plaster 298.21
As per 12mm inner Plaster 294.91
As per 15mm inner Plaster 294.91
Total Total 888.03 sqm 52.50 46621.00
13 14.17 Painting exterior surface with TEXTURED exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:
14.17.1 On new work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm
As per 6mm Outer Plaster 31.47
As per 12mm Outer Plaster 73.20
As per 15mm Outer Plaster 407.12
14 14.22 Painting on new work (two or more coats) to give an even shade with:
14.22.1 Satin synthetic enamel paint
Collapsible 1 1 2.40 2.40 1.50 8.64
door frame 1 1 6.80 0.28 1.88
door frame 1 2 5.80 0.28 3.25
15 4.13 Grading roof for water proofing treatment with: Cement concrete 1:2;4 (1 cement : 2 coarse sand :4 graded stone aggrigate 20mm nominal size)
16 3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer.
16 10.41 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down grade) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design.
mumty top 1 2 4.20 8.40
Top & Bottom 1 8 2.00 16.00
W2 window 1 2 1.40 2.80
ventilator 1 5 0.80 4.00
Ramp chhajja 1 1 4.57 4.57
mumty door chhajja 1 1 4.40 4.40
17 11.32.4 Providing and making 18 mm thick plain cement mortar band in cementmortar 1:4 (1 cement : 4 fine sand) per cm width:,Drip course 10 cm wide
Top & Bottom 1 8 2.00 16.00
W2 window 1 2 1.40 2.80
ventilator 1 5 0.80 4.00
Ramp chhajja 1 1 4.57 4.57
mumty door chhajja 1 1 4.40 4.40
18 11.5 Neat Cement punning.
ventilator 1 5 0.80 0.60 2.40
Ramp chhajja 1 1 4.57 0.90 4.11
mumty door chhajja 1 1 4.40 0.60 2.64
19 9.11 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 40x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer.
main gate 1 2.40 2.40 5.76
20 11.40 Making groove in cement plaster while plastering upto10 mm deep and 10 mm wide.
front elevation
21 9.57 Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete. 9.57.2 SS Grade 304
Total Length of 50mm railing Pipe 1 1 5.78 0.90 5.20
22 9.61 Providing and fixing aluminium composite panels in approved panel sizes, thickness and shape on aluminium frame work on face of building. (Frame to be paid separately)
9.61.2 4mm thick
Front elevation
23 3.16 Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth.
24 10.61 Providing and fixing at all height false ceiling consisting of frame work "W" / "U" / "L" sections made of G.I. sheet with zinc coating of grade 120 consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick button wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of
2.64mm diax230mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.55mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed including providing and fixing 12.5 mm thick tapered edge gypsum board conforming to IS: 2095- Part-I all complete as per drawing and specification and direction of the Engineer in Charge but excluding the cost of painting.
PART B WATER SUPPLY AND SANITARY WORK WORK
1 19.42 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 1 1000.00 1000.00 ltr. 7.30 7300.00
2 19.7 Providing and fixing on wall surface G.I. pipes medium class complete with G.I. fittings and clamps, including cutting, making good the walls etc. and testing of joints complete
19.7.3 25 mm nominal outer dia pipes 1 40 40.00 rmt 258.00 10320.00
3 19.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. CONCEALED WORK including cutting chases and making good the walls etc.,
A 19.5.1 15 mm nominal outer dia .Pipes. 1 40.00 40.00 rmt 133.00 5320.00
B 19.5.2 20 mm nominal outer dia .Pipes. 1 40.00 40.00 rmt 167.00 6680.00
C 19.5.3 25 mm nominal outer dia .Pipes. 1 50.00 50.00 rmt 213.00 10650.00
4 18.76 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. a. 75mm dia Make: (Supreme/Finolex)
18.76.2 110mm dia pipe
B for drainage 1 45.00 45.00 rmt 267.00 12015.00
for sewer line 1 50.00 50.00 rmt 267.00 13350.00
5 18.77 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.
18.77.1 Tee/ Tee with door/ Bend 45°/ Bend 90°
18.77.2 Double "Y" with or without door
18.77.3 Vent cowel
6 18.78 Providing and fixing UV stabilized Unplasticised -PVC pipe clips of approved design to Rigid PVC pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
7 18.4 Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :
18.4.1 White pedestal type 1 5.00 5.00 each 2882.00 14410.00
8 18.17 Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required :
9 18.25 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
10 19.14 Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required:
B 19.14.3 Long body bib cock (500 grams) 1 2 2 each 426.00 852.00
C 19.14.7 Angle valve for basin mixer and geyser points (450gms) 1 15 15 each 382.00 5730.00
D 19.14.4 Piller Cock (400 grams) 1 5 5 each 398.00 1990.00
E 19.14.5 Two way bib cock (800 grams) 1 5 5 each 708.00 3540.00
F 19.14.14 Soap dish plate 1 5 5 each 163.00 815.00
G 19.14.19 Health foscet (hand jet) with flexible connection pipe (for WC) 1 5 5 each 774.00 3870.00
I 19.14.14 Soap dish plate 1 5.00 5.00 each 163.00 815.00
J 19.14.16 Towel rail (600mm long x 20mm dia) 1 5.00 5.00 each 338.00 1690.00
11 19.16 Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end):
19.16.1 25 mm nominal bore 1 7.00 7 each 436.00 3052.00
12 18.1 Providing and fixing 15 mm nominal bore uplasticised PVC connection pipe with PTMT nuts and PVC bush of approved quality and colour:
13 19.15 Providing and fixing stainless steel drain jali of approved make/quality. 1 12.00 12.00 each 51.00 612.00
14 20.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete 150mm thick as per standard design:
for sewer line 1 50.00 50.00
15 20.3 Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with C.I. grating brick masonry chamber with well burnt modular clay bricks crushing strength not less than 35kg/ cm², water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :
16 19.47 Constructing masonry Chamber 30x30x50 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :
17 19.48 Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
18 19.49 Constructing masonry Chamber 90x90x100 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
19 18.22 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink without drain board as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required :
20 18.31 Providing and fixing 600x120x5mm glass shelf with edges rounded off supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
21 18.29 Providing and fixing 600x450 mm beveled edge 4mm mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
Total 5049328.00
ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE AT DIFFERENT PLACES IN CHHATTISGARH STATE
Based of PWD SOR 2015
S. No. I. No. PARTICULAR Measurement
NO NO L B D/H QTY UNIT RATE AMOUNT
S.O.R No. CIVIL WORK
1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). 1 1 17.24 17.54 302.39 sqm 7.20 2177.00
2 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.
1.1.1 In all types of soils.
1.1.2 In ordinary rocks.
2a 1.6 Extra for every additional lift of 1.5 m or part thereof.
1.6.1 All types of soils 1 32 2.50 2.50 0.50 #REF! cum 26.50 #REF!
2b 1.6 Extra for every additional lift of 1.5 m or part thereof.
1.6.2 Ordinary or hard rocks 1 32 2.50 2.50 1.30 #REF! cum 47.50 #REF!
3 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.
Sub registrar sitting 1 1 4.27 5.49 1.65 38.68
Sub registrar Chamber 1 1 2.74 4.00 1.65 18.08
Waiting Lounge 1 1 2.74 4.00 1.65 18.08
Waiting/sitting area 1 1 10.52 9.55 1.65 165.77
Female toilet 1 1 1.22 1.52 1.65 3.06
Handicapped Toilet 1 1 1.52 1.52 1.65 3.81
Security Room 1 1 1.16 1.52 1.65 2.91
Total(A) 417.75
4 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.1.2 1:4:8 (1 cement : 4coarse sand : 8graded stone aggregate 40mm
5 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in each deposited layer by ramming and watering with
For Footing (Total Excavated Earth) 340.00
Deduct : PCC Work #REF!
6 3.3 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work.
3.3.2 M-25 grade
#REF! 1 #REF! #REF! #REF! 0.40 #REF!
Column upto Plinth 1 #REF! 0.20 0.40 3.40 #REF!
For ground/plinth Beam
A.toilet & C.toilet 1 1 2.94 0.20 0.40 0.24
Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.40 0.36
A.toilet & C.toilet 1 1 1.83 0.20 0.40 0.15
Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.40 0.24
Total(A) #REF! cum
A.toilet & C.toilet 1 1 2.94 0.20 0.15 0.09
Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.15 0.14
A.toilet & C.toilet 1 1 1.83 0.20 0.15 0.05
Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.15 0.09
A.toilet & C.toilet 1 1 2.94 0.20 0.40 0.24
Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.40 0.36
A.toilet & C.toilet 1 1 1.83 0.20 0.40 0.15
Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.40 0.24
Sub registrar sitting 1 1 4.27 5.49 0.15 3.52
Sub registrar chamber 1 1 2.74 4.00 0.15 1.64
Waiting lounge 1 1 2.74 4.00 0.15 1.64
waiting /setting 1 1 10.52 9.55 0.15 15.07
Female Toilet 1 1 1.22 1.52 0.15 0.28
Handicap Toilet 1 1 1.52 1.52 0.15 0.35
Total(B) 94.47 cum
Total(C) 5.54 cum
7 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 179.98
3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm
registry area 1 1 4.27 0.10 0.10 0.04
Sub registrar chamber 1 1 1.84 0.10 0.10 0.018
waiting lounge 1 1 2.17 0.10 0.10 0.022
waiting lounge 1 1 1.84 0.10 0.10 0.018
waiting lounge 1 1 4.00 0.10 0.10 0.040
male toilet & female toilet 1 3 1.52 0.10 0.10 0.046
For Lintel Beam
registry area 1 1 4.27 0.10 0.10 0.04
Sub registrar chamber 1 1 2.74 0.10 0.20 0.055
waiting lounge 1 1 2.17 0.10 0.10 0.022
waiting lounge 1 1 2.74 0.10 0.20 0.055
waiting lounge 1 1 4.00 0.10 0.10 0.040
male toilet & female toilet 1 3 1.52 0.10 0.10 0.046
kitchen platform slab 1 1 2.01 0.60 0.10 0.121
mumty door chhajja 1 1 4.40 0.60 0.10 0.264
Entrance step 1 2 2.90 0.30 0.15 0.261
8 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.1.4 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size).
Parapet coping 1 56.53 0.20 0.10 1.13
mumty coping 2 4.20 0.20 0.10 0.17
9 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
terrace 5.54 cum 195.00 1081.00
10 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
A 2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
Footing PCC 32 1 #REF! 0.10 #REF!
Footing RCC 32 1 #REF! 0.40 #REF!
Column upto plinth level #REF! 1 1.20 3.40 #REF!
For ground/plinth Beam
Horizontel 1 5 4.17 1.00 20.85
A.toilet & C.toilet 1 1 2.94 1.00 2.94
Male toilet+female toilet+Handi. Toilet 1 1 4.56 1.00 4.56
A.toilet & C.toilet 1 1 1.83 1.00 1.83
Male toilet+female toilet+Handi. Toilet 1 2 1.52 1.00 3.04
Horizontel 2 5 4.17 0.15 6.26
A.toilet & C.toilet 2 1 2.94 0.15 0.88
Male toilet+female toilet+Handi. Toilet 2 1 4.56 0.15 1.37
A.toilet & C.toilet 2 1 1.83 0.15 0.55
Male toilet+female toilet+Handi. Toilet 2 1 1.52 0.15 0.46
11 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape
Column 1 #REF! 1.20 3.500 #REF!
Column terrace level 1 4 1.20 2.25 10.80
12 2.1.8 Beams, lintels, cantilevers & walls
For Lintel Beam
registry area 2 1 4.27 0.10 0.85
Sub registrar chamber 2 1 2.74 0.20 1.096
waiting lounge 2 1 2.17 0.10 0.434
server room 2 1 2.60 0.20 1.040
waiting lounge 2 1 2.74 0.20 1.096
waiting lounge 2 1 4.00 0.10 0.800
male toilet & female toilet 2 3 1.52 0.10 0.912
Horizontel 1 1 3.10 1.00 3.10
A.toilet & C.toilet 1 3 1.52 1.00 4.56
Male toilet+female toilet+Handi. Toilet 1 2 0.47 1.00 0.94
A.toilet & C.toilet 1 1 2.74 1.00 2.74
Male toilet+female toilet+Handi. Toilet 1 1 2.15 1.00 2.15
13 2.1.7 Suspended floors, roofs, access Kitchen Platform, balconies (plain surfaces) and shelves (cast in situ)
Sub registrar sitting 1 1 4.27 5.49 23.44
Sub registrar chamber 1 1 2.74 4.00 10.96
server Room 1 1 2.60 2.10 5.46
Waiting lounge 1 1 2.74 4.00 10.96
record room 1 1 2.15 7.60 16.34
waiting /setting 1 1 10.52 9.55 100.47
male toilet 1 1 1.22 1.52 1.85
Female Toilet 1 1 1.22 1.52 1.85
Handicap Toilet 1 1 1.52 1.52 2.31
Waist slab 1 1 5.78 1.34 7.75
kitchen plateform 1 1 2.01 0.60 1.21
14 2.1.13 Weather shade, chhajja, Cornices and mouldings
Ramp chhajja 1 1 4.57 0.90 4.11
mumty door chhajja 1 1 4.40 0.60 2.64
15 2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like.
registry area 2 1 4.27 0.10 0.85
Sub registrar chamber 2 1 1.84 0.10 0.368
waiting lounge 2 1 2.17 0.10 0.434
server room 2 1 1.70 0.10 0.340
waiting lounge 2 1 1.84 0.10 0.368
waiting lounge 2 1 4.00 0.10 0.800
male toilet & female toilet 2 3 1.52 0.10 0.912
Parapet coping 2 1 56.53 0.10 11.31
mumty coping 2 2 4.20 0.10 1.68
16 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
3.12.1 Thermo-Mechanically treated bars FE 415 (Make:- Tata / Sail / Goel /Jindal /Gk or Equivalent)
Qty. of R.C.C. M 25 167.23
17 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work.
A.toilet & C.toilet 1 1 2.94 0.20 0.05 0.03
Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.05 0.05
A.toilet & C.toilet 1 1 1.83 0.20 0.05 0.02
Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.05 0.03
18 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:
7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)
upto plinth level
A.toilet & C.toilet 1 1 2.94 0.20 0.90 0.53
Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.90 0.82
A.toilet & C.toilet 1 1 1.83 0.20 0.90 0.33
Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.90 0.55
19 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
20 7.11 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level:
7.11.4 Cement Mortar 1:4 (1 cement : 4 coarse sand)
Deduction of opening
Window box side 2 10 0.60 1.50 18.00
21 8.1 Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position.
8.1.2 Sal, bijasal, benteak, khair, haldu
22 8.3 Providing 40x5mm iron hold fast 40cm long including fixing to frame with 10mm bolts nuts and wooden plug and embedding in Cement Concrete 1:2:4 in blocks of size 30x10x15cm.
Total 9.00 each 72.50 653.00
23 8.137 Providing and fixing stainless steel sliding door bolts with 16mm rod, 2.5mm thick flap, necessary stainless steel nuts bolts and screws etc complete.
24 8.138 Providing and fixing stainless steel door latch with 12mm rod, 2.5mm thick flap, necessary stainless steel screws etc complete.
25 8.139 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete.
26 8.140 Providing and fixing stainless steel door handles having flap thickness 2.5mm, necessary stainless steel screws etc complete.
27 8.143 Providing and fixing stainless steel hanging door stopper with necessary stainless steel screws complete.
28 8.132 Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete.
Total 12.00 each 97.50 1170.00
29 8.120 Providing and fixing aluminium sliding door bolts with 16mm rod, necessary nickel plated iron nuts bolts and screws etc complete.
30 8.121 Providing and fixing aluminium door latch with 12mm rod, necessary nickel plated iron nuts bolts and screws etc complete.
31 8.123 Providing and fixing aluminium door handles 2.5mm thick with necessary nickel plated iron screws etc complete.
32 8.122 Providing and fixing aluminium tower bolts (Barrel type) with necessary nickel plated iron screws etc complete.
33 8.16 Providing and fixing PVC membrane foil coated (laminated) flush door shutters, made with core of block board with frame of first class hard wood, coated with 0.30mm membrane pasted with resin using vacuam treatment process complete all butexcluding hinges.
A 8.16.1 35 mm. thick (single leaf)
B 8.16.2 30 mm thick (single leaf)
34 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.
35 8.151 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out ofextruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge
36 8.152 8.152 Providing and fixing 30mm thick factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45degree angle on either side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per Manufacturer’s specification including 3 nos ISI marked stainless steel hinges of size 100x58x1.9 mm complete. (for W.C. and bathroom door shutter).
8.152.2 Both side Pre-laminated panel PVC door shutter
37 9.47 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for separately:)
9.47.1 For fixed portion
ventilator 6 0.60 0.60 5.00 10.80
For A.C.P frame
Front elevation
Total 17.76 Sqm 1.32
1.35 kg per sqm for A.C.P 1.35 17.76 23.98 B
38 9.51 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):
9.51.1 With float glass panes of 4 mm thickness
ventilator 6 0.60 0.60 2.16
39 9.34 Providing and fixing stainless wire gauge of average width of aperture 1.56mm with wire of 0.35mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete.
40 11.41 Providing and fixing chicken mesh weighting not less than 250 gms/sqm as per IS : specification in the required width with 40mm long steel nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc. complete before plastering upto 10mts in height.
Horizontel 1 5 4.17 0.30 6.26
A.toilet & C.toilet 1 1 2.94 0.30 0.88
Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.30 1.37
A.toilet & C.toilet 1 1 1.83 0.30 0.55
Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.30 0.91
41 12.13 Providing and laying vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.
12.13.1 Size 600x600mm
Sub registrar sitting 1 1 4.27 5.49 23.44
Sub registrar chamber 1 1 2.74 4.00 10.96
server Room 1 1 2.60 2.10 5.46
Waiting lounge 1 1 2.74 4.00 10.96
record room 1 1 2.15 7.60 16.34
waiting /setting 1 1 10.52 9.55 100.47
below staircase 1 1 4.20 3.76 15.79
Skirting @ 10% 22.88
42 12.8 Providing and fixing plain cement concrete fibre reinforced heavy duty designer glazed floor tiles with uniform colour (for coloured tiles) and texture conforming to IS: 1237 (for abrasion wear) and IS : 516 (for compressive strength) of approved make, colours, shades and size on cement Mortar bed and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.
12.8.2 On floor, steps and risers over 20mm thick bed of cement Mortar 1:4 (1 cement : 4 coarse sand)
43 12.45 15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above)
12.45.1 Granite stone grey/pink
Skirting @ 10% 2.30
pantry plateform 1 1 2.01 0.60 1.21
window lining 2 8 1.80 0.20 5.76
Entrance Steps 1 3 2.90 0.30 2.61
44 13.19 Extra for providing edge moulding to 15mm thick stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
45 12.10 Providing and laying rectified ceramic glazed floor tiles of size 300x300mm and above conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.
12.9.2 Size 300x300mm
A.TOILET + Common Toilet 1 2 1.22 1.83 4.47
Male toilet+female toilet 1 2 1.22 1.52 3.71
Handi. Toilet 1 1 1.52 1.52 2.31
46 12.7 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.
12.7.2 Size above 200x300mm
A.Toilet+ C.toilet 2 2 1.22 2.10 10.25
Handi. Toilet 1 2 1.52 2.10 6.38
Pantry wall 1 1 2.01 0.6 1.21
47 11.1 Providing and making 6mm thick cement plaster of mix:
11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand)
Sub registrar sitting 1 1 4.27 5.49 23.44
Sub registrar chamber 1 1 2.74 4.00 10.96
server Room 1 1 2.60 2.10 5.46
Waiting lounge 1 1 2.74 4.00 10.96
record room 1 1 2.15 7.60 16.34
waiting /setting 1 1 10.52 9.55 100.47
male toilet 1 1 1.22 1.52 1.85
Female Toilet 1 1 1.22 1.52 1.85
Handicap Toilet 1 1 1.52 1.52 2.31
Waist slab 1 1 5.78 1.34 7.75
kitchen plateform bottom 1 1 2.01 0.60 1.21
Total 271.10 sqm
10% for beam and column offset 27.11
front elevation double plaster
ventilator 2 6 0.80 0.60 5.760
Ramp chhajja 1 1 4.57 0.90 4.113
mumty door chhajja 1 1 4.40 0.60 2.640
48 11.2 Providing and making 12mm thick cement plaster of mix:
11.2.4 In Cement Mortar 1:5 (1 cement : 5 fine sand)
Sub registrar sitting 1 2 4.27 3.60 30.74
Sub registrar chamber 1 2 2.74 3.60 19.73
server Room 1 2 2.60 3.60 18.72
Waiting lounge 1 2 2.74 3.60 19.73
record room 1 2 2.15 3.60 15.48
waiting /setting 1 2 10.52 3.60 75.74
staircase 1 2 5.80 3.75 43.50
Toilet wall 2 2 1.22 1.65 8.05
Total 605.30 sqm
50% for 12 mm plaster Total 302.65 A
Box window wall inner 2 8 1.50 0.60 14.40
Parapet inner side 1 1 56.53 0.90 50.88
Total 12mm Plaster A+B 368.11 sqm 96.50 35522.00
49 11.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:
11.3.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)
qty 50% of 12 mm inner plasted 302.65 A
Box window wall outer 2 8 1.70 0.60 16.32
Total 15mm Plaster A+B 702.03 sqm 113.00 79329.00
50 14.13 Providing and applying 2mm thick ready mix exterior grade approved make putty (like Birla wall care, Alltek Superfine W/R of (NCL), Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.
As per 6mm Plaster 298.21
As per 12mm Plaster 302.65
As per 15mm Plaster 302.65
51 14.10 Wall painting with acrylic premium emulsion (plastic) paint of required
14.10.1 shade to give an even shade. On new work (two or more coats)
As per 6mm Inner Plaster 298.21
As per 12mm inner Plaster 302.65
As per 15mm inner Plaster 302.65
Total Total 888.03 sqm 44.50 39517.00
52 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:
14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
As per 6mm Outer Plaster 32.43
As per 12mm Outer Plaster 149.63
As per 15mm Outer Plaster 330.68
53 14.22 Painting on new work (two or more coats) to give an even shade with:
14.22.1 Satin synthetic enamel paint
Collapsible 1 1 2.40 2.40 1.50 8.64
door frame 1 1 6.80 0.28 1.88
door frame 1 2 5.80 0.28 3.25
door frame 1 5 5.70 0.28 7.98
54 4.13 Grading roof for water proofing treatment with: Cement concrete 1:2;4 (1 cement : 2 coarse sand :4 graded stone aggrigate 20mm nominal size)
55 10.41 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down grade) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design.
mumty top 1 2 4.20 8.40
Top & Bottom 1 8 2.00 16.00
W2 window 1 2 1.40 2.80
ventilator 1 6 0.80 4.80
Ramp chhajja 1 1 4.57 4.57
mumty door chhajja 1 1 4.40 4.40
56 11.32.4 Providing and making 18 mm thick plain cement mortar band in cementmortar 1:4 (1 cement : 4 fine sand) per cm width:,Drip course 10 cm wide
Top & Bottom 1 8 2.00 16.00
W2 window 1 2 1.40 2.80
ventilator 1 6 0.80 4.80
Ramp chhajja 1 1 4.57 4.57
mumty door chhajja 1 1 4.40 4.40
57 11.5 Neat Cement punning.
ventilator 1 6 0.80 0.60 2.88
Ramp chhajja 1 1 4.57 0.90 4.11
mumty door chhajja 1 1 4.40 0.60 2.64
58 9.11 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 40x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer.
main gate 1 2.40 2.40 5.76
59 11.40 Making groove in cement plaster while plastering upto10 mm deep and 10 mm wide.
front elevation
60 9.57 Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete. 9.57.2 SS Grade 304
Total Length of 50mm railing Pipe 1 1 5.78 0.90 5.20
61 9.61 Providing and fixing aluminium composite panels in approved panel sizes, thickness and shape on aluminium frame work on face of building. (Frame to be paid separately)
9.61.2 4mm thick
Front elevation
61 26.17 Supply and erecting following ISI marked Fire extenguishers on wall/ column including erecting bracket etc complete.
26.17.1 ABC Fire Extinguisher 9KG Nitrogen Store Pressure As per IS: 15683:2018 Body Sheet Not Less Then 2mm Thickness, CE Mark NRV Valve With ABC Powder 90% UL 299 FIRE RATING: 6A, 144B. With all accessories.
#REF! each #REF! #REF!
26.17.5 CO2 type Fire Extinguisher ISI marked confirming to IS:15683:2018 Capacity 4.5Kg. INITIAL CHARGE:- Carbon dioxide used in extinguishers shall comply with IS 15222. FIRE RATING:- 55B. Complete with Hose Assembly and horn , locking arrangement, operation manual, bracket with two screw and sleeve
#REF! each #REF! #REF!
PART B WATER SUPPLY AND SANITARY WORK WORK
1 19.42 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 1 1000.00 1000.00 ltr. 7.30 7300.00
2 19.7 Providing and fixing on wall surface G.I. pipes medium class complete with G.I. fittings and clamps, including cutting, making good the walls etc. and testing of joints complete
19.7.3 25 mm nominal outer dia pipes 1 40 40.00 rmt 258.00 10320.00
3 19.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. CONCEALED WORK including cutting chases and making good the walls etc.,
A 19.5.1 15 mm nominal outer dia .Pipes. 1 20.00 40.00 rmt 133.00 5320.00
B 19.5.2 20 mm nominal outer dia .Pipes. 1 20.00 40.00 rmt 167.00 6680.00
C 19.5.3 25 mm nominal outer dia .Pipes. 1 50.00 50.00 rmt 213.00 10650.00
4 18.76 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. a. 75mm dia Make: (Supreme/Finolex)
5 18.77 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.
18.77.1 Tee/ Tee with door/ Bend 45°/ Bend 90°
18.77.2 Double "Y" with or without door
18.77.3 Vent cowel
6 18.4 Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :
18.4.1 White pedestal type 1 5.00 5.00 each 2882.00 14410.00
7 18.17 Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required :
8 18.25 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
9 19.14 Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required:
B 19.14.3 Long body bib cock (500 grams) 1 2 2 each 426.00 852.00
C 19.14.7 Angle valve for basin mixer and geyser points (450gms) 1 15 15 each 382.00 5730.00
D 19.14.4 Piller Cock (400 grams) 1 5 5 each 398.00 1990.00
E 19.14.5 Two way bib cock (800 grams) 1 5 5 each 708.00 3540.00
F 19.14.14 Soap dish plate 1 5 5 each 163.00 815.00
G 19.14.19 Health foscet (hand jet) with flexible connection pipe (for WC) 1 5 5 each 774.00 3870.00
H 19.14.3 Long body bib cock (500 grams) 1 1 #REF! each 426.00 #REF!
10 19.16 Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end):
19.16.1 25 mm nominal bore 1 3.00 7 each 436.00 3052.00
11 18.1 Providing and fixing 15 mm nominal bore uplasticised PVC connection pipe with PTMT nuts and PVC bush of approved quality and colour:
12 19.15 Providing and fixing stainless steel drain jali of approved make/quality. 1 12.00 12.00 each 51.00 612.00
13 20.3 Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with C.I. grating brick masonry chamber with well burnt modular clay bricks crushing strength not less than 35kg/ cm², water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :
14 20.29 Providing and constructing brick masonry chamber for underground pipe and bends with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) RCC cover of suitable size and 75mm thick with 1:1.5:3 mix (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) including reinforcement 8mm dia bars at 150mm both ways and MS hooks for lifting, including foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :
Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or 1 5.00 3.00 each 1703.00 5109.00
15 20.30 Providing and constructing brick work for extra depth beyond 45 cm of brick masonry chamber with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) with inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls:
20.30.2 For 500x700 mm size 1 2.50 #REF! rmt 2853.00 #REF!
16 18.22 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink without drain board as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required :
DETAIL ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE FOR SUB REGISTRAR AT MANEDRAGARH, DISTT. M.C.B. (C.G.)
S.No SOR ITEM PARTICLAR OF ITEM NO. L B H/D QTY UNIT RATE AMOUNT
1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.
2 1.6 Extra for every additional lift of 1.5 m or part thereof.
3 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete. TOTAL EXCAVATION 28.22
4 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). 1 4.80 2.80 0.15 2.02 cum 2260.00 4556.16
5 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. (Note :Excess/ less cement used as per design mix is payable/ recoverable separately)
3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size)
BUFFEL WALL 1 2.00 0.20 2.00 0.80
6 3.9 Extra for precast PCC/ RCC work of any mix including form work, hoisting and fixing in Cement Mortar. 1:2 (1 Cement : 2 coarse sand) and finishing with cement plaster in Cement Mortar 1:3 (1 Cement : 3 coarse sand) but excluding reinforcement.
7 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
3.12.2 Thermo-Mechanically treated bars FE 500D 12.75 90/Kg 1147.32 Kg 46.00 52776.72
8 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)
TOTAL QUANTITY 10.96 cum 216.00 2367.36
9 2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
TOTAL QUANTITY 43.84 SQM 128.00 5611.52
10 11.2 Providing and making 12mm thick cement plaster of mix:
11.2.1 In cement Mortar 1:3 (1 cement : 3 fine sand)
Buffel Wall 2 2 1.65 6.60
11 11.9 Extra for providing and mixing water proofing materials in cement plaster work in proportion as recommended by manufacturer. QTY. SAME AS ABOVE 43.40 Kg 41.00 1779.40
12 11.5 Neat Cement punning. QTY. SAME AS ABOVE 43.40 sqm 31.00 1345.40
13 20.31 Providing and constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. 1 1 1.00 each 1513.00 1513.00
Total Rs. 129916.00
DETAIL ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE FOR SUB REGISTRAR ATMANEDRAGARH, DISTT. M.C.B. (C.G.)
FOR RAIN WATER HARVESTING
S.No SOR ITEM PARTICLAR OF ITEM NO. L B H/D QTY UNIT RATE AMOUNT
1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.
HARVESTING CHAMBER 1 1.70 1.70 1.80 5.202 CUM 185.00 962.37
2 1.6.1 Extra for every additional lift of 1.5 m or part thereof.All types of soils
HARVESTING CHAMBER 1 1.70 1.70 0.30 0.867 CUM 26.50 22.98
3 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1 1.50 1.50 0.30 0.675 CUM 2260.00 1525.50
3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
4 18.76.2 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.gap for thermal expansion etc complete. 1 50.00 50.00 RM 224.00 11200.00
5 18.77.3 Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion 110 mm 1 5.00 5.00 each 129.00 645.00
6 20.2.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) all-round S.W. pipe including bed concrete 150mm thick as per standard design:150 mm diameter S.W. pipe 1 50.00 50.00 RM 386.00 19300.00
7 20.7.1 Constructing brick masonry manhole with well burnt modular clay brickscrushing strength not less than 35kg/cm2 in cement mortar 1:4 ( 1 cement : 4 coarse sand), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation in cementconcrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design :
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (lightduty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : each 1 2.00 2.00 NOS 5936.00 11872.00
8 21.1.4 Boring/drilling bore well perfectly vertical for the specified depth suitable toreceive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire &running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level.150 mm dia 1 10.00 10.00 RM 339.00 3390.00
21.1.9 Rocky strata including Boulders. 1 10.00 10.00 RM 396.00 3960.00
9 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:
7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand) 1 4.71 0.20 2.00 1.88 cum 3066.00 5776.34
10 11.2 Providing and making 12mm thick cement plaster of mix:
11.2.4 In Cement Mortar 1:5 (1 cement : 5 fine sand)
11 21.4.3 Supplying, assembling, lowering and fixing in vertical position in bore wellunplasticized PVC medium well screen (RMS) slotted pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineerin- charge150 mm nominal size dia. 1 18.00 18.00 RM 546.00 9828.00
12 21.14.1 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately). [Agreemented Item No.-227, Page-39 of 45]
Stone boulders of size range 5 cm to 20 cm, in recharge pit. 1 0.89 cum 863 764.56
13 21.14.2 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately). [Agreemented Item No.-228, Page-39 of 45]
Gravels of size range 5 mm to 10 mm, over the existing layer of boulders
14 21.14.3 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately). [Agreemented Item No.-229, Page-40 of 45]
Coarse sand of size range 1.5 mm to 2 mm over existing layer of gravel
Total Rs. 72072.00
DETAIL ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE FOR SUB REGISTRAR AT MANEDRAGARH, DISTT. M.C.B.
S.No SOR ITEM PARTICLAR OF ITEM NO. L B H/D QUANTITY UNIT RATE AMOUNT
1 21.1.1.3 Boring/drilling bore well perfectly vertical for the specified depth suitable toreceive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire &running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level.
3 21.3 Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia,conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer –in-charge.
21.3.3 150 mm nominal size dia.
4 Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete:
19.9.6 50 mm dia. nominal bore 1 60.00 60.00 meter 352.00 21120.00
Electrical SOR 2026
5 23.4 Supplying and fixing of following sizes 'B' class G I pipe with welded steel flange of suitable size at both the end of every pipe length, fixing with submersible pump and lowering with the pump in the bore well including necessary rubber gasket, nuts & bolts etc. as required.
Electrical SOR 2026
6 23.7 Supplying and fixing of following sizes GM gate valve ISI mark in the suction/ delivery line etc. as required.
Electrical SOR 2026
7 12.1 Earthing with G.I. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe, etc. (but without charcoal or coke and salt) as required. 1 1 1.00 Set 2757.00 2757.00
Electrical SOR 2026
8 23.3 Supplying, installation, testing and commissioning of submersible pump set for water supply system with submersible motor directly coupled to multistage submersible pump of specified discharge capacity, head, delivery size in existing bore well including 2 sets of suitable size holding clamps made out of 50 mm X 6 mm MS flat, connection with suitable submersible cable of standard length etc. as per specification and IS : 694 (2010). Submersible cable should be rust proof, safe from oil / grease and under water chemical / Abrasion resistant.
Electrical SOR 2026
9 23.11 Supply, installation, testing and commissioning of 1-3 HP 1 phase submersible motor starter cum control wall/ floor mounted type made out of not less than 1.6 mm thick MS sheet and comprising of following panel mounting switchgears there in including connection inter-connection etc. as per specification. a) Phase indicating lamps with fuses and toggle switches 1 set b) 1/2/3 HP 1 phase DOL starter with over load and no volt relay 1 No c) 25 A "C" curve DPMCB 1 No d) Voltmeter 0-250 V 1 set e) Ammeter 0-10 A 1 set 2 2.00 Each 3426.00 6852.00
Electrical SOR 2026
10 23.14 Supplying, laying and fixing following size submersible cable along with GI/PVC/HDFC pipe line or laid in ground etc as per specification and IS : 694 (2010). Submersible cable should be rust proof, safe from oil / grease and under water chemical / Abrasion resistant
Electrical SOR 2026
11 23.15 Supplying and making water proof joint with heat shrinkable joint kit including copper ferrules for following size of 3 core submersible copper conductor cable of 1.1 KV grade as per specification
12 21.17 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable) 1 1.00 1.00 point 1502.00 1502.00 7387
DETAIL ESTIMATE AND ABSTRACT FOR CONSTRUCTION OF BALANCE WORK OF TAHSIL OFFICE GOBRA NAYAPARA, DISTT. RAIPUR (C.G.)
FOR PRECAST CONCRETE BLOCK AT ENTRANCE
S. No. I. No. PARTICULAR Measurement QTY UNIT RATE AMOUNT
building sor 2015
1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5maway from the dressed area).
2 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.
1.1.1 In all types of soils.
for embankment concrete block 2 45.00 0.20 0.20 3.60
3 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.1.1 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm
for embankment concrete block 2 45.00 0.20 0.10 1.80
4 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
A 2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
for embankment concrete block pcc 2 45.00 2.00 0.20 36.00
5 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
3.12.1 Thermo-Mechanically treated bars FE 415 (Make:- Tata / Sail / Goel /Jindal /Gk or Equivalent)
6 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
for embankment concrete block both side 2 45.00 0.10 0.20 1.80
7 Compacting Original Ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the subgrade level ,watered, graded and compacted in layers to meet requirement of table 300-2 for sub grade construction
8 12.65 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thickaverage complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm
9 1.8 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.
10 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in each deposited layer by ramming and watering with
For Footing (Total Excavated Earth) 3.60
Deduct : PCC Work - 1.80
20 Internal Water Supply : As per Drawing & Design Enclosed.
Water supply for Tahsil Office Building
As per Drawing & Design Enclosed.
(a) As per requirement of Tahsil Building Providing and fixing of approved make "B" class G.I. Pipe & fitting for water supply line with fittings, with all fittings such as such cocks and valves fitted and fix to the walls with G.I approved clamps at any floor or buried under ground including making necessary chases and holes in walls and floors or trenching etc and painting of pipe, complete with making good or refilling. including painting of pipe .(Make Jindal/Surya/Tata) B-class
Ø length as per the requirment of drawing and site condition.
Ø Providing and fixing vitreous china water closet squatting pan (Indian type) including cutting and making good the walls and floors where required: White Orissa pattern W.C. pan of size 580x440 mm as per drawing. (Make-Hindware/ Parryware/RAK) with 10 liter capacity PVC flushing cistern. 02 Nos.
Ø Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White pedestal type as per drawing. (Make-Hindware/ Parryware/RAK) 05 Nos.
Ø Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete: Flat back half stall urinal of size 460x380x250mm as per drawing.. (Make-Hindware/ Parryware/RAK) 06 Nos.
Ø Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required : White Size 550x450 mm with pedestals comprising of glazed vitreous china of specified size with central slot for single valve, only and enamel of aluminum paint, cast iron brackets, 15mm C.P. brass (heavy type weight approx. 400 gms.) pillar cock 32 mm dia G.I. Waste coupling with C.P. chain and hard rubber plug 15mm lead inlet connection not less than 375mm in length with 15mm dia CP brass heavy angle cock 32 mm PVC. Waste pipe (bath care/ chilly make) with gully trap and brass cleaning thimble up to and outside of wall till gully trap or drain pipe with G.I. Clips including 40 mm G.I. pipe sleeve previously Embedded in correct position complete with all joints and making chases and holes in floors and walls, repairing the same with cement mortar (1:3) plastering and coloring to the original condition and painting of fittings etc. complete. (size 550mmx400mm) with all fittings required. as per drawing. (Make-Hindware/ Parryware/ RAK) 15 Nos.
Ø Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required:
a) Bib cock (400 grams) as per drawing. 25 Nos.
b) Long body bib cock (500 grams) as per drawing. 02 Nos.
c) Two way Bib cock (800 gram) 05 Nos.
d) Stop cock (concealed) (600 grams) as per drawing. 15 Nos.
g) Toilet paper holder as per drawing. 05 Nos.
h) Soap dish plate as per drawing. 06 Nos
j) Towel rail (600mm long x 20mm dia) as per drawing. 06 Nos.
l) Providing and fixing stainless steel drain jali of approved make/quality. as per drawing. 14 Nos.
m) Providing and fixing gun metal non- return valve (horizontal type) of approved quality (screwed end) : 40 mm nominal bore as per required. 06 Nos, 50 mm nominal bore as per required. 04 Nos.
n) Providing and placing in position C.I. sluice valves category “A” (Make Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., WAG) (with cap) complete: 100 mm diameter as per required. 08 Nos.
c) As per requirement and instruction of Engineer in charge Providing and fixing in position best Indian make gun metal high pressure full way or Gate valve (peets Pattern) with iron wheel head complete.
d) As per requirement Providing and fixing in position underground sewerage pipe SW PIPE /SN-8, SN-Stiffness class 8 KN/Sqmt. full round pipe with gasket and necessary joint material laid under ground over cement concrete 1:2:4 150mm thick and in proper radiant complete including excavation of trenches up to 2 meters depth and refilling of trenches.
(a) 100 mm dia (c.c. base 30cm wide)
(b) 150 mm dia (c.c. base 38cm wide)
e) As per requirement Providing and fixing in position ASQUARE MOUTH S.W. gully trap grade "A'' complete with C.I. grating brick masonry chamber with well burnt moduler clay bricks crushing strength not less than 35kg/cm2 water tight C.I. cover with frame of 300x300mm size (inside ) the weght of cover tobe not less than 4.5 kg and frame to be not less than 2.7 kg as per standard design ( 100x100mm size P type) 13 Nos.
f) Providing and hoisting and fixed in position water storage tanks polyethylene water storage tank made out of F.D.A. approved as per IS 1270-1996 HDPE materials suitable for rotational molding vertical type and capable of holding required capacity of water with in the permissible tolerance limit for HDPE materials with provision for inlet outlet and overflow connection with heavy duty nipple socket drain plug etc. to facilitate inter connection and providing overflow brass cock at any height & Standard weight. (2000 ltrs capacity in hostel building) with float valve. (Make-Sintex Double Layer)
g) As per requirement in hostel building Providing and fixing in position G.M. heavy ferrule including making holes of Pipes line and making gasket joints etc. complete inclusive of clamps.
20mm dia/25 mm dia
h) Constructing masonry chamber 30X30X50 mm inside modular brick for stop cock in CM 1:4 with C.I. surface box 100X100X75 mm with Hing cover etc complete as per requirement and instruction of Engineer in charge.
i) Constructing 60X60X75 mm inside modular brick for sluice valve in CM 1:4 with C.I. surface box 100X100X75 mm complete as per requirement and instruction of Engineer in charge.
j) Constructing 90X80cm inside modular brick in CM 1:4 with required depth i/c C.I. Cover with frame for sewerage complete as per requirement and instruction of Engineer in charge.
Note:-Final decision of water supply work and fittings/system giving by Engineer-in-charge if required
Assistant Engineer Executive Engineer Chhattisgarh Housing Board Chhattisgarh Housing Board Division,-IV, Raipur Division,-IV, Raipur
CHHATTISGARH HOUSING BOARD, CAPITAL PROJECT DIVISION, NAVA RAIPUR ATAL NAGAR
Name of Project - Construction of Balance Work of Tehsil Office at Gobra Nawapara, Dist-RAIPUR (C.G.)
GENERAL SPECIFICATION
1 Minimum plinth area as per attached Drawing G.F Builtup area = 470.46 Sqm or 5062.15 Sqft Terrace Floor = 14.26 Sqm or 153.43 Sqft Total Builtup area = 484.72 Sqm or 5215.58 Sqft
2 Plinth Height Not Less than 0.75 mtr from nearest Final finished road level
3 Minimum Floor Height Finished Floor top to Ceiling 3.60 mtr
4 Structure Design Only working plan and Elevation drawing of building shall be provided by the board. Other related all drawings i/c. complete copies of the RCC structure drawings, water supply, s/f and all other drawings/designs shall be provided by the contractor duly approved by government engineering college/N.I.T. and no extra payment shall be made for the same. Only building plan elevation shall be provided by the board.
5 Foundation & Structure Structure shall be fully framed structure with RCC Column footing & Slab beam as per design approved by the NIT/Government Engineering College.
6 Building foundations / RCC Frame structure RCC Framed structure with 1:1.5:3/M20 and above grade concrete as per structural designs.
7 Plinth Filling Only sand or hard moorum shall be used for filling in plinth.
8 Plan and Elevation Building plan and Elevation shall be strictly followed by the contractor.
9 Materials The contractor shall use only those building materials which is approved by the board/Engineer-in-charge.
10 Foundation & SuperStructure RCC Frame Structure with 1:1.5:3/ M20 concrete.
11 Masonry Masonry work in plinth with brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 4.0 in Crushing strength should not be less than 40kg per sq cm. Cement Mortar 1:6 (1 cement : 6 coarse sand .
12 Base concrete C.C. 1:4:8 base concrete 10 cm thick under floor as per direction of Engineer-in-Charge.
13 D.P.C. Damp proof course of 1:2:4 cement concrete 40mm thick (with 10mm to 20 mm grade hard metal ) covered with bitumen and sand (1kg bitumen/sqm.) at plinth level to be done as per direction of Engineer-in-Charge
14 Masonry Work A) 20cm thick Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 4.0 in: Cement Mortar 1:6 (1 cement : 6 coarse sand) for outer wall with sill conc. 1:2:4 and 10 cm for partition wall in CM 1:4 with RCC 1:1.5:3/M20 band of 10 cm thick with main bar of 8mm 4 bars and 8 mm dia ring @ 200 mm C/C at sill and lintel level.
15 Lintel & chhajja Complete RCC Lintel band in main and partition wall with lintel and chhajja at door/window opening with cement concrete 1:1.5:3/ M20 as per approved structure drawing.
16 Slab R.C.C. slab as per Structural Drawing approved by NIT/Government Engineering College.
17 Parapet wall Not less than 0.90 mtr height with 20 cm Brickwork with modular fly ash lime brick of class designation 4.0 in cement mortar 1:6 ( 1 cement : 6 coarse sand) with 12/15 mm thick cement plaster in cement mortar 1:5(1 cement : 5 Fine sand)
Flooring, Dado and skirting
18 All Rooms and Corridor Vitrified floor tiles with double charge/ multi charge size 600 x 600 mm with 10cm skirting (Make- orient, kajaria, RAK or equivalent)
19 Toilet floor Ceramic glazed floor tiles of size 300x300mm (Make-orient,kajaria,RAK or equivalent)
20 Toilet Wall & Water Room Ceramic glazed wall tiles conforming size above 200×300mm size upto 1.5m height. (Make-orient, kajaria, RAK or equivalent)
21 Porch 300 x 300 mm size industrial tiles. (Make-orient, kajaria, RAK or equivalent)
22 Steps, Staircase, Urinal partition & Ramp 15mm thick Table rubbed polished Granite Stone with molding as required. (Grey/Pink/Black)
23 Joinery All Door Frame –
First class Sal/Bija wood door frame for all doors with section of frame 0.125x0.075 m with required number of Hold Fast/Dash Fastner for in position. All frames should be make with seasoned wood and fully treated size as per required.
Door Shutters and Office Room Door
Main doors 35mm thick- Approved make - Flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters including all SS fittings such as sliding door bolt, latch, tower bolt, handles, door stopper, hinges as approved by the Engineer-in-charge. (Make; - Green Board / National/ Century.)
Door shutter for WC / Bath
Providing & fixing factory made UPVC door frame made of UPVC profile section having anoverall dimension as below (tolerance ± 1mm) with wall thickness 2.0 mm ± 0.2mm, corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19x19mm and 1mm±0.1mm wall thickness and 3 Nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer in charge. 25mm thick Single Panel PVC door shutter including PVC door frame with all aproprite aluminum door fittings and hinges etc. complete. ISI make approved by Engineer in charge.
Main Gate:- For Main Gate Providing and fixing in position Collapssible Steel Shutter with Vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 0x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles i/c. applying a priming coat of red oxide zinc cromate primer. complete.
24 Window, ventilator Powder coated Three track aluminium sliding/openable window with 1.5mm section thickness conforming to IS: 733, IS: 1285 and shall be anodized transparent or dyed to approved shade for window, ventilater including 4mm thickness glass with all fitting etc. as approved by EIC. ( Make-Hindalco, Nalco or equivalent) Two pannel with glass shutter and one panel with stainless wire gauge of average width of aperture 1.56mm with wire of 0.35mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete.
Grill for windows and ventilator- MS grill of required size made up of Flate, Square bar and angle as per approved by Engineer-in-Charge
25 Plastering 12 / 15 mm thick inner and outer Cement Plaster in CM 1:5 & 6mm thick cement plaster in CM 1:4 in all exposed R.C.C. surface . 18mm plaster under layer of 12mm thick cement plaster 1:4 should be done to maintain elevation work.
26 Drip course 18 mm thick and 50mm wide plain cement mortar band in cement mortar 1:4 over chajja /slab bottom.
27 Neat cement Punning All chajja's top finished with neat cement punning.
28 Chicken Mesh 30cm wide chicken mesh shall be in all junction of brick work and RCC work.
29 Concrete Gola 3cm thick 7.5cm X 7.5cm concrete gola to be done at junction of wall and RCC slab/Chhajjas.
30 Painting / water proofing cement paint 1) PUTTY- wall care putty to Make surface even and smooth on inner surface. (Make- JK / Birla /Nerolac or equivalent)
2) INTERNAL PAINT & EXTERNAL PAINT-Painting inner wall with acrylic premium emulsion paint 2 or more coat to get even shade & ACRYLIC SMOOTH exterior paint (5 year warranty i/c two or more coat of cement primer before painting on outer wall. (Make-Asian, Dulux, Berger or equivalent)
31 Water Proofing in Roof Slab Grading roof for water proofing treatment with: Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in terrace.
32 Painting on Door Shutter French sprit polish on new wood work (two or more coats) with spray machine after preparing surface by rubbing down smooth with sand papers, preparation of surface, applying 5 to 10 coats of French sprit polish as per manufacturers specifications complete.
Iron & Door Frame Premium Synthetic enamel paint two or more coats in approved shades of approved make as directed by Engineer– in – charge in door frames, wood work & iron work including priming coat with ready mix primer.
33 Stair Railing Minimum 0.90 mtr height S.S. Pipe railing with 50mm dia Top rail, 40mm dia vertical support & 20mm dia 3 nos. at mid portion shall be provided in staircase as per approved by Engineer in charge.
34 Internal Sanitary and Water Supply Fixtures C.P. fittings and other fixtures Nos. of fittings & fixtures as per the required and instruction of Engineer-in-charge ( Make-Hindware,Parryware or equivalent).
35 Over Head Tank Double layer ISI Polyethylene water storage tank 02 Nos. of 1000 Ltr (Make-Sintex, Vertex, Plasto or equivalent)
36 Water Supply/ Sanitary As per Drawing & Design
(a) As per requirement of Tahsil Building Providing and fixing of approved make "B" class G.I. Pipe & fitting for water supply line with fittings, with all fittings such as such cocks and valves fitted and fix to the walls with G.I approved clamps at any floor or buried under ground including making necessary chases and holes in walls and floors or trenching etc and painting of pipe, complete with making good or refilling. including painting of pipe .(Make Jindal/Surya/Tata) B-class
length as per the requirment of drawing and site condition.
Ø Providing and fixing vitreous china water closet squatting pan (Indian type) including cutting and making good the walls and floors where required: White Orissa pattern W.C. pan of size 580x440 mm as per drawing. (Make-Hindware/ Parryware/RAK) with 10 liter capacity PVC flushing cistern.
Ø Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White pedestal type as per drawing. (Make-Hindware/ Parryware/RAK)
Ø Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete: Flat back half stall urinal of size 460x380x250mm as per drawing. (Make-Hindware/ Parryware/RAK)
Ø Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required : White Size 550x450 mm with pedestals comprising of glazed vitreous china of specified size with central slot for single valve, only and enamel of aluminum paint, cast iron brackets, 15mm C.P. brass (heavy type weight approx. 400 gms.) pillar cock 32 mm dia G.I. Waste coupling with C.P. chain and hard rubber plug 15mm lead inlet connection not less than 375mm in length with 15mm dia CP brass heavy angle cock 32 mm PVC. Waste pipe (bath care/ chilly make) with gully trap and brass cleaning thimble up to and outside of wall till gully trap or drain pipe with G.I. Clips including 40 mm G.I. pipe sleeve previously Embedded in correct position complete with all joints and making chases and holes in floors and walls, repairing the same with cement mortar (1:3) plastering and coloring to the original condition and painting of fittings etc. complete. (size 550mmx400mm) with all fittings required. as per drawing. (Make-Hindware/ Parryware/ RAK)
Ø Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required:Make:-(Jaquar/Hindware/parryware)
a) Bib cock (400 grams) as per drawing.
b) Long body bib cock (500 grams) as per drawing.
c) Two way Bib cock (800 gram) as per drawing.
d) Stop cock (concealed) (600 grams) as per drawing.
g) Toilet paper holder as per drawing.
h) Soap dish plate as per drawing.
j) Towel rail (600mm long x 20mm dia) as per drawing.
l) Providing and fixing stainless steel drain jali of approved make/quality. as per drawing.
m) Providing and fixing gun metal non- return valve (horizontal type) of approved quality (screwed end) : 40 mm nominal bore as per required. 06 Nos, 50 mm nominal bore as per required. 04 Nos.
n) Providing and placing in position C.I. sluice valves category “A” (Make Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., WAG) (with cap) complete: 100 mm diameter as per required.
c) As per requirement and instruction of Engineer in charge Providing and fixing in position best Indian make gun metal high pressure full way or Gate valve (peets Pattern) with iron wheel head complete.Make ( Surya/Zoloto/Neta)
d) Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.Make:-(Finolex/Supreme)
75mm & 110 mm dia PVC pipe for Toilet,110 mm dia PVC pipe for Rainwater with all necessary fittings such as Bend/Door Bend,Tee/Door Tee,Y/Double Y , vent covel and for underground sewerage line 150mm dia PVC pipe with 1:4:8 base concrete 150mm thick and incasing pipe with 1:2:4 cement concrete in proper gradiant.
e) As per requirement Providing and fixing in position ASQUARE MOUTH S.W. gully trap grade "A'' complete with C.I. grating brick masonry chamber with well burnt moduler clay bricks crushing strength not less than 35kg/cm2 water tight C.I. cover with frame of 300x300mm size (inside ) the weght of cover tobe not less than 4.5 kg and frame to be not less than 2.7 kg as per standard design ( 100x100mm size P type)
f) Providing and hoisting and fixed in position water storage tanks polyethylene water storage tank made out of F.D.A. approved as per IS 1270-1996 HDPE materials suitable for rotational molding vertical type and capable of holding required capacity of water with in the permissible tolerance limit for HDPE materials with provision for inlet outlet and overflow connection with heavy duty nipple socket drain plug etc. to facilitate inter connection and providing overflow brass cock at any height & Standard weight. (2000 ltrs capacity in hostel building) with float valve. (Make-Sintex Double Layer or equivalent)
g) Constructing masonry chamber 30X30X50 mm inside modular brick for stop cock in CM 1:4 with C.I. surface box 100X100X75 mm with Hing cover etc complete as per requirement and instruction of Engineer in charge.
h) Constructing 60X60X75 mm inside modular brick for sluice valve in CM 1:4 with C.I. surface box 100X100X75 mm complete as per requirement and instruction of Engineer in charge.
i) Constructing 90X80cm inside modular brick in CM 1:4 with required depth i/c C.I. Cover with frame for sewerage complete as per requirement and instruction of Engineer in charge.
37 Septic Tank AS per drawing and design inclosed in NIT/Approved by Engineer in charge.
38 Soak pit Providing & constructing Soak pit Size 1.20x1.20x1.20mtr filled with brickbats i/c 100mm Drain pipe.
39 Borewell & Submersible Pump Drilling of tubewell of 150mm dia at required depth as per ground water availibility with installation and testing of 1.5 HP submersible pump set for water supply system i/c. all necesarry electrical fittings Such as panel,Starter,cable etc.
40 Road for Approach to Building 3.50 mtr wide and minimum 150 mm thick cement concrete road 1:1.5:3/ M20 grade with base concrete 1:4:8 minimum 100mm thick
41 Rain water harvesting Providing and constructing Rainwater Harvesting system as per drawing and design/Approved by Enginner-in-charge.
42 Plinth protection 1.00 mtr wide & 200mm thick cement concrete 1:3:6 finished with Plaster & neat cement at all around the building.
WORKDONE AS PER ESTIMATED QUANTITY BY CONTRACTOR REKHA BHUTE AT TEHSILE OFFICE GOBRA NAWAPARA ABHANPUR,RAIPUR(C.G)
SNO. PWD SOR NO. PARTICULAR UNIT ESTIMATED & EXECUTED QTY RATE AMOUNT
1 1.2 Surface dressing Sqm 1000.00 7.20 7200
2 1.1.1 Excavation Footing cum 200.88 185.00 37163
3 1.6 Extra Depth cum 33.48 26.50 887
4 1.18 sand/moorum filling cum 15.81 371.00 5866
7 1.17 Back filling cum 134.97 65.00 8773
9 3.12.1 Reinforcement @ 105 kg/cum Kg 5729.64 54.50 312265
10 7.5.4 Brickwork upto plinth cum 3.23 3263.00 10539
11 - Borewell & pump - - - 184012
As per agreement 11.25% below PWD SOR 2015 -97114
(A) G.Total 766120
Payment already paid (B) 609821
Balance (A-B) 156299
ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE FOR SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE
S. No. SOR EMNO ITEM No. L B D Qty Unit Rala Amount
1 12.0 Supplying & Installing in position, factory made, first quality, Office Work Station with side storage unit as per approved furniture selection document, design & specified size and comprising of table top made out of 18mm thick prelaminated commercial plywood. The edges shall be provided with 2mm thick PVC edge banding matching to the shade of the laminate. The legs shall comprise of 50mm x 50mm square pipes made out of minimum 2mm thick CRCA powder coated steel sections with 40mm x 20mm cross beams. The understructure & other elements of the unit such as storage compartments, drawers shall be made up of minimum 2mm thick CRCA powderocated steel members.The work station shall be provided with 450mm high 18mm thick pre laminated modesty panel mounted with aluminium brackets. The item shall include for storage compartments with adjustable shelves, drawers mounted on SS telescopic sliding channels, glueing with approved adhesives, buffing /smoothening the edges of the workstation, SS 304 Grade hardware suoh as soft closing hinges, handles locking arrangements of approved make, PVC
12.1 Office Work Station Table (Item Reference WS3) of approximate size of l800mm W x 800mm D x 750mm H including side storage unit of 500mm W x 750mm D x 750mm H with similar specifications 4 4.00
2 3.0 Supplying and installing, in position, Executive Chair (High Back) for Media Room as per approved furniture selection document, design, quality. and specified size, which shall be a high back chair with the following specifications : polypropylene frame, base and amirests, seat assembly which shall be upholstered with approved pure leather over moulded polyurethane foam padded cushioning attached to the steel frame. The back rest shall be provided with contoured lumber support for extra comfort. The amirests shall be made of integral skin polyurethane and reinforced with 2mm thick M.S. insert. The armrests shall be fitted to the seat with seat/armrest connecting strip assembly made of 6mm thick. HR steel. The chair shall be provided with four point synchro mechanism with two lever conbol for lock and seat height adjustment. The chair shall be highly ergonomic with adjustable lumbar contoured backrest for extra support The chair shall be provided with tilt tension adjustment features and with multi-position tilt lock to obtain desired angle of recline. The chair shall aiso have the provision of the back
The approximate range for the overall size o1 the chair shall be as follows : Seat Width : 490 to 560 mm Seat Depth : 490 to 550 mm Height of chair : 985 to 1100 mm Seat Height : 430 to 555 mm
3 3.1 Executive Chair (Item Reference : CO1) (Model from Define Series manufactured by Wipro or approved equivalent) of approximate size of 490mm W x 495mm D x 12 12.00
4 4.0 Supplying and installing, in position Conference Chair (High Back) as per approved funiiture selection document design, quality and specified size, which shall be a high baok ohair with the following specifications : chrome plated steel frame base and amirests, seat assembly which shall be shall be upholstered with approved stitched leatherette over moulded polyurethane foam padded cushioning attached to the steel frame The back rest shall be provided with contoured lumber support for extra comfort The armrests shall be made out of integral chrome plated steel frame with height adjustment features. The chair shall be provided with four point synchro mechanism with two lever control for lock and seat height adjustment. The chair shail be highly ergonomic with adjustable lumbar contoured backrest for extra support. The chair shall be provided with tilt tension adjustment features and with multi-position tilt lock to obtain desired angle of recline. The ohair shall also have the provision of the back tension adjustment knob and pneumatic height adjustment with a steel pedestal, base and PU
The approximate range for the overall size of the chair shall be as follows : Seat Width : 490 to 530 mm Seat Depth : 450 to 500 mm Height of chair : 910 to 1100 mm Seat Height : 520 to 590 mm
4.1 High Back Conference Chair (Item Reference : CO2) (Model : "YS 6040 C" from Chrome Series manufactured by Featherlite or approved equivalent) of approximate size of 490mm W x 495mm D x l080mm H 20 20.00
5 Supplying and installing, in position, Office Chair (Medium Back) as per approved furniture selection document, design, quality and specified size, which shall be a medium back chair with the following specifications : chrome plated steel frame, base and two way adjustable arrnrests, seat assembly which shall be shall be upholstered with approved stitched leatherette over moulded polyurethane foam padded cushioning attached to the steel frame The back rest shall be provided with contoured lumber support for extra comfort The amirests shall be made out of integral chrome plated steel frame with height adjustment features. The chair shall be provided with multi-lock mechanism with multi lever control for lock and seat height adjustment. The chair shall be highly ergonomic with adjustable lumbar contoured backrest for extra support. The chair shall be provided with tilt tension adjustment features and with multi-position tilt lock to obtain desired angle of recline. The chair shall also have the provision of the back tension adjustment knob and pneumatic height
The approximate range for the overall size of the chair shall be as follows : Seat Width : 450 to 480 mm Seat Depth : 505 to 515 mm Height of chair : 1010 IO 1110 mm Seat Height : 520 to 590 mm
7.1 Offioe Chair (Item Reference : CO5) (Model from Invention MB manufactured by Featherlite or approved equivalent) of approximate size of 450mm W x 507mm D x 1010mm H. 12 12.00
6 Supplying & Installing in position, factory made, first quality, Office Work Station Table (WSI) (including credenza, mobile pedestal and half glass cabinet) as per approved furniture selection document, design & specified size and comprising of the following
‘ a) Work Station Table comprising of table top, front, rear and sides made out of 25mm thick commercial plywood. The understnicture / base supports shall be made out of M.S.powdercoated framework Powdercoating to steel work shall be of supef durable polyester type with minium 60 microns thickness and in approved shade. All the external plywood surfaces of the table including the table top shall be finished with approved 4 mm thick veneer and the underside and unexposed/ internal surfaces of the table shall be finished with approved 1 mm thick laminate. The veneer shall be finished with minimum three coats of matt finished melamine polish in approved shade The edg*s shall be provided with PVC edge banding matching to the shade of the veneer. The item shall include for pedestal consisting of three drawers made out of 12mm thick commercial plywood mounted on SS telescopic channels, SS 304 Grade hardware such as soft closing hinges, handles, locking arrangements of approved make. The item shall include for all allied joinery work cutting to required architectural shape &
b) Wooden Credenza with top, front side openable shutters, sides, rear & base made out of 18 mm thick commercial plyvi'ood The credenza shall be finished externally with approved 4mm thick veneer. and internally with approved Inn thick laminate. The veneer shall be finished with minimum three coats of matt finished melamine polish in approved shade. The item shall include for providing intermediate adjustable shelves at required sparing, including approved SS 304 grade hardware such as hinges, handles, locking arrangements etc. all allied joinery work, cutting, planing, rebating, PVC edge banding matching to external veneer, all accessories PVC floor buffers, SS screws and fasteners etc. complete as per approved shop drawings technical specifications and as directed by the Engineer-in-charge.
c) Wooden Mobile pedestal with top, front side dmwers, sides, rear & base made out of 18 mm thick commercial plywood. The item shall include for pedestal consisting of three drawers made out of l2mm thick commercial plywood mounted on SS telescopic channels SS 304 Grade hardware such as handles locking arrangements of approved make. etc all allied joinery work, cutting, planing rebating, finishing the mobile pedestal including drawers externally with approved 4mm thick veneer and internally with approved Inn thick laminate, necessary PVC edge banding matching to external veneer, finishing the veneer with minimum three coats of matt finished melamine polish in approved shade, all accessories, nylon castors of approved colour, SS screws and fasteners etc complete as per approved shop drawings technical specifications and as directed by the Engineer-in-charge.
d) Half Glass Cabinet comprising of top, base rear & sides made out of 25 mm thick commercial plywood. The front (top portion) shall be made out of openable glazed shutters made out 6mm thick toughened glass. The understorage portion of the cabinet shall comprise of intemiediate adjustable shelves at required spacing made out of 18mm thick commercial plywood with concealed supports openable side hung shutters on the front bottom portion made out of 18mm thick commercial plywood including approved SS 304 Grade hardware such as hinges, handles / knobs, locking arrangements etc. all allied joinery work, cutting, planing, rebating, The external surfaces of the cabinet shall be finished with approved 4mm thick veneer and all unexposed/ internal surfaces shall be finished with approved 1mm thick laminate The veneer shall be finished with minimum three coats of matt finished melamine polish in approved shade The edges of the cabinet shall be provided with PVC edge banding matching to the shade of the veneer. The visible edges of the glass shutters shall be CNC machine polished. The item shall
1O.I Office Work Station Table totemReference WSI) of approximate size of 2400mm W x l000mm D x 760mm H 2 2.00
7 10.2 Credenza for Work Station (Item Reference WSI) of approximate size of 1810mm W x 460mm D x 740mm H 2 2.00
8 10.3 Mobile Pedestal for Work Station (Item Reference : WS1) of approximate size of 420mm W x 5l0mm D x 560mm H 6 6.00
9 10.4 Half Glass Cabinet for Work Station (Item Reference : WS1) of approximate size of 900mm W x 460mm D x l980mm H 6 6.00
10 1.0 Supplying & Installing in position, factory made, first quality, Wooden Coffee Table as per approved furniture selection document, design & specified size and comprising of supporting framework and legs made out o1 approved first quality seasoned solid teakwood and finished with high gloss lacquer polish in approved shade. The table top and base shelf shail be made out of approved 18 mm thick commercial plywood finished with approved 4 mm thick veneer and finished with minimum three coats of high gloss lacquer polish in approved shade. The edge mouldings/ lippings shall be made out of approved first quality seasoned solid teakwood in required shape and profile as per approved design and finished with minimum three coats of high gloss lacquer in approved shade. The underside of the table top shall be be finished with approved lmm thick lamioate. The item shall include for alt allied joinery work, cutting, planing, debating, all accessories, glueing with approved adhesives, SS screws and fasteners, etc. complete as per approved shop drawings, technical specifications and as directed by the Engineer-
- 1.1 Coffee Table (Item Reference : CTI) of approximate size of 900mm W x 900mm D x 550mm H 6 6.00
11 13.0 Supplying & Installing in position, factory made, first quality, Office Work Station Table (with side unit) as per approved furniture selection document, design & specified size and comprising of table top made out of 18mm thick prelaminated commercial plywood. The edges shall be provided with 2mm thick PVC edge banding matching to the shade of the laminate. The legs shall comprise of 50mm x 50mm square pipes made out of minimum 2mm thick CRCA powder coated steel sections. The understructure & other elements of the unit such as storage compartments, drawers shall be made up of minimum 2mm thick CRCA powderocated steel members. The item shall include for storage compartments with adjustable shelves, drawers mounted on SS telescopic sliding channels, glueing with approved adhesives, buffing /smoothening the edges of the workstation, SS 304 Grade hardware such as soft closing hinges, handles, locking arrangements of approved make. PVC floor buffers, all cutting, planing, rebating, allied joinery work, necessary accessories, providing concealed wire management system,
13.2 Office Work Station Table (Item Reference . WS6) of approximate size of l500mm W x 750mm D x 750mm H including side unit of 900mm x 450mm x 750mm with simile specifi‹iations 2 2.00
12 9.0 Supplying and installing, in position, sleek cushioned 'Tandem Chairs as per approved furniture selection document, design, quality and specified size, with the following specifications
Base : Substructure shall comprise of T-shaped beam and T-shaped legs in chrome- plated die-cast aluminium.The tandem seating shall be equipped with plastic glides for carpet or non-slip felt glides for hard floors.
Seat & Back test : seat and back rest panels shail be made up of 1.2 a0.fern. thick hot- pressed commercial plywood and shail be upholstered with approved high performance leatherette over moulded polyurethane foam padded cushioning. The frame and armrest suppoñs shall be in chrome-plated die-cast aluminium.
Armrests: The frame supports for amirests shall be in chrome-plated die-cast aluminium.
The legs shall be provided with circular bases. The item shall include for all accessories and fiflings etc. complete as per approved shop drawings, technical specifications and as directed by the Engineer-in-charge.
9.1 Public Waiting Chair (Three seater) (Item Reference : VC1) (Model : "SJ-820A-3" Sleek Cushion Tandem 3 seater chair manufactured by Featherlite or approved equivalent) of approximate size of l750mm W x 573mrn D x 8l0mm H. (Set of three number of chairs shall be considered as 1 unit for pricing) 10 10
13 1.0 Supplying and installing in position, Sofas as per approved furniture selection document, specified size and generally comprising of the following unless otherwise specified :
The seat, back and armrests shall be padded up with PU foam in Density 28 +2 kg/cu.m with an additional top layer of supersoft PU foam in Density 32 + 2 kg/cum, upholstered with approved fabric / leather as specified.
The understructure shall be made up of 12-hmm thick hot pressed commercial plywood & first quality seasoned solid teakwood cross sections devoid of major knots & including 4mm dia. zigzag spring assembly mounted over understructure for cushioning purpose. The exposed surfaces of teakwood shall be finished with minimum three coats of high gloss lacquer polish in
The leg assembly shall be carved out of first quality seasoned solid teakwood finished with minimum three coats of high gloss lacquer polish in approved shade
The item shaI1 include for all allied joinery work, cutting, planing, rebating, carving bathing to required shape & profile wherever required as per architectural requirements edge mouldings / lippings as per approved design and size made out of first quali9 seasoned solid teakwood, high gloss lacquer polishing in minimum three coats to all exposed teakwood surfaces in approved shade, all accessories, seat cushion padded with approved polyurethane foam and upholstered with approved fabric / leather, glueing with approved adhesives, PVC flooJ buffers wherever required, grinding & buffing to SS surfaces wherever required, SS screw!i and fasteners etc. complete as per approveil shop drawings, technical specifications and a:i directed by the Engineer-in-charge.
1.3 Two seater office cabin sofa(Item reference: SF3) (of Bliss Series" manufactured by Wipro or approved equivalent) and oii approximate size of l600mm W x 708mm D i: 780mm H with séat, back rest, sides & arm rests upholstered with approved leatherette. 2 2.00
14 1.4 Single seater Office Cabin Sofa (Item Reference : SF4) (of Bliss Series' manufactured by Wipro or approved equivalent) and of approximate size or 820mm W x 708mm D x 780mm H with seat back rest, sides & ann rests upholstered with approved leatherette. 4
15 1.0 Supplying and installing in position, factory made, first quality, Wardrobe Units as per approved furniture selection document, design & specified size, with top, base, front and sides made out of approved l8mm thick commercial plywood, back side made out oi approved 12mm thick commercial plywoocl with supporting framework (if required) ancl edge lippings/ mouldings as per approvecl design and size made out of first quality seasoned solid teakwood members. The wardrobe shall comprise of storage: compartments with adjustable shelves a'l required spacing and side hung openable! shutters on the front side of wardrobe
- * made out of approved l8mm thief:commercial plywood, drawers made out of l2mm thick commercial plywood mounted ori telescopic SS sliding channels and with brush finished SS handles. The wardrobe shall bi! equipped with SS hanger rod and SS robs: hooks. All exposed/ external plywood surfaces shall be finished with approved 4 mrri thick veneer and all unexposed /internal surfaces of the wardrobe with approved 1 mrri thick laminate. All tcakwood and veneet surfaces shall be finished with minimum threi: coats of melamine polish in approved shade.
The item shall include for all allied joinery work, cutting, planing, rebating, brush finished SS 304 Grade hardware such as soft closing hinges, pull handles, locking arrangements, magnetic catches, all fixing accessories such as SS screws and fasteners, grooves as per design, heating the wooden members in contact with masonry / concrete surfaces with two coats of approved wood preservative, necessary scaffolding if required etc. complete as per approved shop drawings, technical specifications and as directed by the Engineer-in-charge.
Wooden Wardrobe (Item Reference : WD2) of approximate size of l800mm W x 600mm D x 2l00ium H 6 6
Supplying and installing in position, factory made, first quality, TV Units as per approved funiiture selection document, design & specified size, with entire body of unit comprising of top, base, back, sides and intermediate verticals made out of 18mm thick commercial plywood and supporting framework and edge lippings/ mouldings made out of first quality seasoned solid teakwood members, providing storage compartments with adjustable shelves made out of 18mm thick commercial plywood, side hung openable shutters made out of 6mm thick clear toughened glass for the storage compartm'ents with bnish finished SS 304 Gtade pull handles, soft closing hinges, magnetic catches and locking arrangements, providing drawers (wherever indicated) made out of 12mm thick commercial plywood mounted on telescopic SS sliding channels and provided with brush finished SS 304 Grade handles and locking arrangements. All external plywood stirfaces shall be finished with approved 4 mm thick veneer and all unexposed /internal surfaces of the unit finished with approved 1 mm thick laminate
The item shall include for all allied joinery work, cutting, planing, rebating, all fixing accessories such as SS screws and fasteners providing grooves as per design, making cutouts for electrical cables/ fittings, treating the wooden members in contact with masonry / concrete surfitces with two coats of approved wood preservative etc. complete all as per approved shop drawings, technical specifications and as directed by the Engineer- in-charge.
2.2 TV Unit (Item Reference : TV2) of approximate size of l450mm W R 450mm D x 800m«i H with open storage compartments without shutter. 1 1
Total 1 each 43825.2 43825.2
16 6.0 Providing and placing in position, factory made, first quality, Wooden Office Storage Unit as per approved furniture selection document & specified size with top, sides base, back, shelves and shutters made out ot 18 mm thick commercial plywood. The storage unit shall be provided with interna storage compartments with intermediaR adjustable shelves at required spacing & sliding shutters mounted on brush finished SS sliding tracks. The shutters shall be provided with fingergrips and locking arrangements The edge banding shall be in PVC and oi approved design, size and colour. All external plywood surfaces shall be pre-Iaminated externally with approved Imm and internally with 0.8mm thick laminate. Supporting framework if required shall be in melamine polished teakwood. The item shall include for all allied joinery work, cutting, planing, rebating, aiI fixing accessories such as SS sorews, bolts and fasteners, grooves where indicated as per approved design etc complete as per approved shop drawings, technical specifications and as directed by the .
6.1 Office storage unit(Item Reference: OS1) of approximate size of 900mm W x 450mm D x 800mm H 6 6.00
17 7.0 Supplying and installing in position, factory made, first quality, fout leveled/ layered Open Shelving System as per approved furniture selection document & specified size comprising of M.S.powdercoatsd slotted steel frame fixed to the masonry/ concrete surfaces and fixed to M.S. powdercoated brackets. The shelves of size l200mm length and 600mm width shall be provided in four levels/ layers and made out or l8mm thick marine ply finished with approved 1.5mm thick laminate on top and bottom surface and mounted onto the steel brackets. The powdercoating shall be super durable polyester type with minimum thickness of 60 mcrons in approved shade The edges of the p1 ood shelves shall be provided with approved first quality seasoned teakwood lipping with approved melamine polish. The item shall include for all allied joinery word, cutting, planing, rebating, all accessories, welding of steel members wherever required, smoothening the sharp edges of steel tnembers, all fittings such as nuts, bolts, fasteners etc. complete as perapproved shop drawings, technica specifications and directed by the Engineer-in-charge
7.1 Open Shelving system for store/pantry(Item Reference : SH1) of approximate overall size of 1200mm W x 600mm D x 2400mm H 6 6.00
Total 6.00 each 9613.5 57681
18 8.0 Supplying and installing in position, factory made, first quality, Records Room Storage Unit as per approved furniture selection document, design, colour & specified size body/ caracass comprising of rigid frame made out o/ 1.2 mm thick CRCA steel box pipes, with sides, back, top and drawers made out of 0.7 mm thick CRCA sheet panels. All steel components shall be provided with 8 tank treatment, anti-rust treatment and oven baked, super durable epoxy polyester powder coating with minimum 60 microns thickness The drawers shall be mounted on brush finished SS sliding tracks and provided with finger grips. The item shall include for locking arrangements, adjustable levelers, all accessories, hardware and fittings etc complete as per approved shop drawings, technical specifications and as directed by the Engineer-in-charge.
8.1 Records Room Storage Unit (Item Reference : STR1) with approximate size of 900mm W x 600mm D x l350mm H 6 6
Total Rs. 3239175.00
GENERAL ABSTRACT
CHHATTISGARH HOUSING BOARD CAPITAL PROJECT DIVISION NAVA RAIPUR, ATAL NAGAR
Name of Work- CONSTRUCTION OF MODEL REGISTRY OFFICE FOR DISTRICT REGISTRAR & SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE
S.No. Particular Amount
1 Cost of Civil Work & Water Supply RS. #REF! 3239173 #REF!
2 Cost Of Septic Tank RS. 69101.00
3 Cost of Rain Water Harvesting RS. 79360.00 -699751.00 3938924.00
4 Cost of Borewell i/c Pump installation with required fittings RS. 184012.00
5 Cost of Internal Electrification and computer Networking with UPS system RS. 2845514.00
Total RS. #REF!
Add 15% Anticipated Tender Rate RS. #REF!
Total RS. #REF!
Add 1% contingency charges RS. #REF!
Add 8% Supervision charges RS. #REF!
Total(A) RS. #REF!
6 OPTIONAL Furniture work(Executive chair,office chairs,waiting chairs ,office work station table & sofa set) (As per requirement) RS. 6478352.00
7 OPTIONAL Solar Power Backup Panel 10 KW on Grid (As per requirement) Approx. RS. 600000.00
Total RS. 7078352.00
Add 15% Anticipated Tender Rate RS. 1061753.00
Total RS. 8140105.00
Add 1% contingency charges RS. 81401.00
Add 8% Supervision charges RS. 651208.00
Total(A+B) RS. #REF!
Say Rs. In Lacs #REF!
DETAIL ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE FOR DISTRICT REGISTRAR & SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE
S. No. SOR EMNO ITEM No. L B D Qty Unit Rala Amount
1 12.0 Supplying & Installing in position, factory made, first quality, Office Work Station with side storage unit as per approved furniture selection document, design & specified size and comprising of table top made out of 18mm thick prelaminated commercial plywood. The edges shall be provided with 2mm thick PVC edge banding matching to the shade of the laminate. The legs shall comprise of 50mm x 50mm square pipes made out of minimum 2mm thick CRCA powder coated steel sections with 40mm x 20mm cross beams. The understructure & other elements of the unit such as storage compartments, drawers shall be made up of minimum 2mm thick CRCA powderocated steel members.The work station shall be provided with 450mm high 18mm thick pre laminated modesty panel mounted with aluminium brackets. The item shall include for storage compartments with adjustable shelves, drawers mounted on SS telescopic sliding channels, glueing with approved adhesives, buffing /smoothening the edges of the workstation, SS 304 Grade hardware suoh as soft closing hinges, handles locking arrangements of approved make, PVC
12.1 Office Work Station Table (Item Reference WS3) of approximate size of l800mm W x 800mm D x 750mm H including side storage unit of 500mm W x 750mm D x 750mm H with similar specifications 4 8.00
2 3.0 Supplying and installing, in position, Executive Chair (High Back) for Media Room as per approved furniture selection document, design, quality. and specified size, which shall be a high back chair with the following specifications : polypropylene frame, base and amirests, seat assembly which shall be upholstered with approved pure leather over moulded polyurethane foam padded cushioning attached to the steel frame. The back rest shall be provided with contoured lumber support for extra comfort. The amirests shall be made of integral skin polyurethane and reinforced with 2mm thick M.S. insert. The armrests shall be fitted to the seat with seat/armrest connecting strip assembly made of 6mm thick. HR steel. The chair shall be provided with four point synchro mechanism with two lever conbol for lock and seat height adjustment. The chair shall be highly ergonomic with adjustable lumbar contoured backrest for extra support The chair shall be provided with tilt tension adjustment features and with multi-position tilt lock to obtain desired angle of recline. The chair shall aiso have the provision of the back
The approximate range for the overall size o1 the chair shall be as follows : Seat Width : 490 to 560 mm Seat Depth : 490 to 550 mm Height of chair : 985 to 1100 mm Seat Height : 430 to 555 mm
3 3.1 Executive Chair (Item Reference : CO1) (Model from Define Series manufactured by Wipro or approved equivalent) of approximate size of 490mm W x 495mm D x 24 24.00
4 4.0 Supplying and installing, in position Conference Chair (High Back) as per approved funiiture selection document design, quality and specified size, which shall be a high baok ohair with the following specifications : chrome plated steel frame base and amirests, seat assembly which shall be shall be upholstered with approved stitched leatherette over moulded polyurethane foam padded cushioning attached to the steel frame The back rest shall be provided with contoured lumber support for extra comfort The armrests shall be made out of integral chrome plated steel frame with height adjustment features. The chair shall be provided with four point synchro mechanism with two lever control for lock and seat height adjustment. The chair shail be highly ergonomic with adjustable lumbar contoured backrest for extra support. The chair shall be provided with tilt tension adjustment features and with multi-position tilt lock to obtain desired angle of recline. The ohair shall also have the provision of the back tension adjustment knob and pneumatic height adjustment with a steel pedestal, base and PU
The approximate range for the overall size of the chair shall be as follows : Seat Width : 490 to 530 mm Seat Depth : 450 to 500 mm Height of chair : 910 to 1100 mm Seat Height : 520 to 590 mm
4.1 High Back Conference Chair (Item Reference : CO2) (Model : "YS 6040 C" from Chrome Series manufactured by Featherlite or approved equivalent) of approximate size of 490mm W x 495mm D x l080mm H 40 40.00
5 Supplying and installing, in position, Office Chair (Medium Back) as per approved furniture selection document, design, quality and specified size, which shall be a medium back chair with the following specifications : chrome plated steel frame, base and two way adjustable arrnrests, seat assembly which shall be shall be upholstered with approved stitched leatherette over moulded polyurethane foam padded cushioning attached to the steel frame The back rest shall be provided with contoured lumber support for extra comfort The amirests shall be made out of integral chrome plated steel frame with height adjustment features. The chair shall be provided with multi-lock mechanism with multi lever control for lock and seat height adjustment. The chair shall be highly ergonomic with adjustable lumbar contoured backrest for extra support. The chair shall be provided with tilt tension adjustment features and with multi-position tilt lock to obtain desired angle of recline. The chair shall also have the provision of the back tension adjustment knob and pneumatic height
The approximate range for the overall size of the chair shall be as follows : Seat Width : 450 to 480 mm Seat Depth : 505 to 515 mm Height of chair : 1010 IO 1110 mm Seat Height : 520 to 590 mm
7.1 Offioe Chair (Item Reference : CO5) (Model from Invention MB manufactured by Featherlite or approved equivalent) of approximate size of 450mm W x 507mm D x 1010mm H. 24 24.00
6 Supplying & Installing in position, factory made, first quality, Office Work Station Table (WSI) (including credenza, mobile pedestal and half glass cabinet) as per approved furniture selection document, design & specified size and comprising of the following
‘ a) Work Station Table comprising of table top, front, rear and sides made out of 25mm thick commercial plywood. The understnicture / base supports shall be made out of M.S.powdercoated framework Powdercoating to steel work shall be of supef durable polyester type with minium 60 microns thickness and in approved shade. All the external plywood surfaces of the table including the table top shall be finished with approved 4 mm thick veneer and the underside and unexposed/ internal surfaces of the table shall be finished with approved 1 mm thick laminate. The veneer shall be finished with minimum three coats of matt finished melamine polish in approved shade The edg*s shall be provided with PVC edge banding matching to the shade of the veneer. The item shall include for pedestal consisting of three drawers made out of 12mm thick commercial plywood mounted on SS telescopic channels, SS 304 Grade hardware such as soft closing hinges, handles, locking arrangements of approved make. The item shall include for all allied joinery work cutting to required architectural shape &
b) Wooden Credenza with top, front side openable shutters, sides, rear & base made out of 18 mm thick commercial plyvi'ood The credenza shall be finished externally with approved 4mm thick veneer. and internally with approved Inn thick laminate. The veneer shall be finished with minimum three coats of matt finished melamine polish in approved shade. The item shall include for providing intermediate adjustable shelves at required sparing, including approved SS 304 grade hardware such as hinges, handles, locking arrangements etc. all allied joinery work, cutting, planing, rebating, PVC edge banding matching to external veneer, all accessories PVC floor buffers, SS screws and fasteners etc. complete as per approved shop drawings technical specifications and as directed by the Engineer-in-charge.
c) Wooden Mobile pedestal with top, front side dmwers, sides, rear & base made out of 18 mm thick commercial plywood. The item shall include for pedestal consisting of three drawers made out of l2mm thick commercial plywood mounted on SS telescopic channels SS 304 Grade hardware such as handles locking arrangements of approved make. etc all allied joinery work, cutting, planing rebating, finishing the mobile pedestal including drawers externally with approved 4mm thick veneer and internally with approved Inn thick laminate, necessary PVC edge banding matching to external veneer, finishing the veneer with minimum three coats of matt finished melamine polish in approved shade, all accessories, nylon castors of approved colour, SS screws and fasteners etc complete as per approved shop drawings technical specifications and as directed by the Engineer-in-charge.
d) Half Glass Cabinet comprising of top, base rear & sides made out of 25 mm thick commercial plywood. The front (top portion) shall be made out of openable glazed shutters made out 6mm thick toughened glass. The understorage portion of the cabinet shall comprise of intemiediate adjustable shelves at required spacing made out of 18mm thick commercial plywood with concealed supports openable side hung shutters on the front bottom portion made out of 18mm thick commercial plywood including approved SS 304 Grade hardware such as hinges, handles / knobs, locking arrangements etc. all allied joinery work, cutting, planing, rebating, The external surfaces of the cabinet shall be finished with approved 4mm thick veneer and all unexposed/ internal surfaces shall be finished with approved 1mm thick laminate The veneer shall be finished with minimum three coats of matt finished melamine polish in approved shade The edges of the cabinet shall be provided with PVC edge banding matching to the shade of the veneer. The visible edges of the glass shutters shall be CNC machine polished. The item shall
1O.I Office Work Station Table totemReference WSI) of approximate size of 2400mm W x l000mm D x 760mm H 4 4.00
7 10.2 Credenza for Work Station (Item Reference WSI) of approximate size of 1810mm W x 460mm D x 740mm H 4 4.00
8 10.3 Mobile Pedestal for Work Station (Item Reference : WS1) of approximate size of 420mm W x 5l0mm D x 560mm H 12 12.00
9 10.4 Half Glass Cabinet for Work Station (Item Reference : WS1) of approximate size of 900mm W x 460mm D x l980mm H 12 12.00
10 1.0 Supplying & Installing in position, factory made, first quality, Wooden Coffee Table as per approved furniture selection document, design & specified size and comprising of supporting framework and legs made out o1 approved first quality seasoned solid teakwood and finished with high gloss lacquer polish in approved shade. The table top and base shelf shail be made out of approved 18 mm thick commercial plywood finished with approved 4 mm thick veneer and finished with minimum three coats of high gloss lacquer polish in approved shade. The edge mouldings/ lippings shall be made out of approved first quality seasoned solid teakwood in required shape and profile as per approved design and finished with minimum three coats of high gloss lacquer in approved shade. The underside of the table top shall be be finished with approved lmm thick lamioate. The item shall include for alt allied joinery work, cutting, planing, debating, all accessories, glueing with approved adhesives, SS screws and fasteners, etc. complete as per approved shop drawings, technical specifications and as directed by the Engineer-
- 1.1 Coffee Table (Item Reference : CTI) of approximate size of 900mm W x 900mm D x 550mm H 12 12.00
11 13.0 Supplying & Installing in position, factory made, first quality, Office Work Station Table (with side unit) as per approved furniture selection document, design & specified size and comprising of table top made out of 18mm thick prelaminated commercial plywood. The edges shall be provided with 2mm thick PVC edge banding matching to the shade of the laminate. The legs shall comprise of 50mm x 50mm square pipes made out of minimum 2mm thick CRCA powder coated steel sections. The understructure & other elements of the unit such as storage compartments, drawers shall be made up of minimum 2mm thick CRCA powderocated steel members. The item shall include for storage compartments with adjustable shelves, drawers mounted on SS telescopic sliding channels, glueing with approved adhesives, buffing /smoothening the edges of the workstation, SS 304 Grade hardware such as soft closing hinges, handles, locking arrangements of approved make. PVC floor buffers, all cutting, planing, rebating, allied joinery work, necessary accessories, providing concealed wire management system,
13.2 Office Work Station Table (Item Reference . WS6) of approximate size of l500mm W x 750mm D x 750mm H including side unit of 900mm x 450mm x 750mm with simile specifi‹iations 4 4.00
12 9.0 Supplying and installing, in position, sleek cushioned 'Tandem Chairs as per approved furniture selection document, design, quality and specified size, with the following specifications
Base : Substructure shall comprise of T-shaped beam and T-shaped legs in chrome- plated die-cast aluminium.The tandem seating shall be equipped with plastic glides for carpet or non-slip felt glides for hard floors.
Seat & Back test : seat and back rest panels shail be made up of 1.2 a0.fern. thick hot- pressed commercial plywood and shail be upholstered with approved high performance leatherette over moulded polyurethane foam padded cushioning. The frame and armrest suppoñs shall be in chrome-plated die-cast aluminium.
Armrests: The frame supports for amirests shall be in chrome-plated die-cast aluminium.
The legs shall be provided with circular bases. The item shall include for all accessories and fiflings etc. complete as per approved shop drawings, technical specifications and as directed by the Engineer-in-charge.
9.1 Public Waiting Chair (Three seater) (Item Reference : VC1) (Model : "SJ-820A-3" Sleek Cushion Tandem 3 seater chair manufactured by Featherlite or approved equivalent) of approximate size of l750mm W x 573mrn D x 8l0mm H. (Set of three number of chairs shall be considered as 1 unit for pricing) 20 20
13 1.0 Supplying and installing in position, Sofas as per approved furniture selection document, specified size and generally comprising of the following unless otherwise specified :
The seat, back and armrests shall be padded up with PU foam in Density 28 +2 kg/cu.m with an additional top layer of supersoft PU foam in Density 32 + 2 kg/cum, upholstered with approved fabric / leather as specified.
The understructure shall be made up of 12-hmm thick hot pressed commercial plywood & first quality seasoned solid teakwood cross sections devoid of major knots & including 4mm dia. zigzag spring assembly mounted over understructure for cushioning purpose. The exposed surfaces of teakwood shall be finished with minimum three coats of high gloss lacquer polish in
The leg assembly shall be carved out of first quality seasoned solid teakwood finished with minimum three coats of high gloss lacquer polish in approved shade
The item shaI1 include for all allied joinery work, cutting, planing, rebating, carving bathing to required shape & profile wherever required as per architectural requirements edge mouldings / lippings as per approved design and size made out of first quali9 seasoned solid teakwood, high gloss lacquer polishing in minimum three coats to all exposed teakwood surfaces in approved shade, all accessories, seat cushion padded with approved polyurethane foam and upholstered with approved fabric / leather, glueing with approved adhesives, PVC flooJ buffers wherever required, grinding & buffing to SS surfaces wherever required, SS screw!i and fasteners etc. complete as per approveil shop drawings, technical specifications and a:i directed by the Engineer-in-charge.
1.3 Two seater office cabin sofa(Item reference: SF3) (of Bliss Series" manufactured by Wipro or approved equivalent) and oii approximate size of l600mm W x 708mm D i: 780mm H with séat, back rest, sides & arm rests upholstered with approved leatherette. 4 4.00
14 1.4 Single seater Office Cabin Sofa (Item Reference : SF4) (of Bliss Series' manufactured by Wipro or approved equivalent) and of approximate size or 820mm W x 708mm D x 780mm H with seat back rest, sides & ann rests upholstered with approved leatherette. 8 8
15 1.0 Supplying and installing in position, factory made, first quality, Wardrobe Units as per approved furniture selection document, design & specified size, with top, base, front and sides made out of approved l8mm thick commercial plywood, back side made out oi approved 12mm thick commercial plywoocl with supporting framework (if required) ancl edge lippings/ mouldings as per approvecl design and size made out of first quality seasoned solid teakwood members. The wardrobe shall comprise of storage: compartments with adjustable shelves a'l required spacing and side hung openable! shutters on the front side of wardrobe
- * made out of approved l8mm thief:commercial plywood, drawers made out of l2mm thick commercial plywood mounted ori telescopic SS sliding channels and with brush finished SS handles. The wardrobe shall bi! equipped with SS hanger rod and SS robs: hooks. All exposed/ external plywood surfaces shall be finished with approved 4 mrri thick veneer and all unexposed /internal surfaces of the wardrobe with approved 1 mrri thick laminate. All tcakwood and veneet surfaces shall be finished with minimum threi: coats of melamine polish in approved shade.
The item shall include for all allied joinery work, cutting, planing, rebating, brush finished SS 304 Grade hardware such as soft closing hinges, pull handles, locking arrangements, magnetic catches, all fixing accessories such as SS screws and fasteners, grooves as per design, heating the wooden members in contact with masonry / concrete surfaces with two coats of approved wood preservative, necessary scaffolding if required etc. complete as per approved shop drawings, technical specifications and as directed by the Engineer-in-charge.
Wooden Wardrobe (Item Reference : WD2) of approximate size of l800mm W x 600mm D x 2l00ium H 12 12
Supplying and installing in position, factory made, first quality, TV Units as per approved funiiture selection document, design & specified size, with entire body of unit comprising of top, base, back, sides and intermediate verticals made out of 18mm thick commercial plywood and supporting framework and edge lippings/ mouldings made out of first quality seasoned solid teakwood members, providing storage compartments with adjustable shelves made out of 18mm thick commercial plywood, side hung openable shutters made out of 6mm thick clear toughened glass for the storage compartm'ents with bnish finished SS 304 Gtade pull handles, soft closing hinges, magnetic catches and locking arrangements, providing drawers (wherever indicated) made out of 12mm thick commercial plywood mounted on telescopic SS sliding channels and provided with brush finished SS 304 Grade handles and locking arrangements. All external plywood stirfaces shall be finished with approved 4 mm thick veneer and all unexposed /internal surfaces of the unit finished with approved 1 mm thick laminate
The item shall include for all allied joinery work, cutting, planing, rebating, all fixing accessories such as SS screws and fasteners providing grooves as per design, making cutouts for electrical cables/ fittings, treating the wooden members in contact with masonry / concrete surfitces with two coats of approved wood preservative etc. complete all as per approved shop drawings, technical specifications and as directed by the Engineer- in-charge.
2.2 TV Unit (Item Reference : TV2) of approximate size of l450mm W R 450mm D x 800m«i H with open storage compartments without shutter. 2 2
Total 2 each 43825.2 87651
16 6.0 Providing and placing in position, factory made, first quality, Wooden Office Storage Unit as per approved furniture selection document & specified size with top, sides base, back, shelves and shutters made out ot 18 mm thick commercial plywood. The storage unit shall be provided with interna storage compartments with intermediaR adjustable shelves at required spacing & sliding shutters mounted on brush finished SS sliding tracks. The shutters shall be provided with fingergrips and locking arrangements The edge banding shall be in PVC and oi approved design, size and colour. All external plywood surfaces shall be pre-Iaminated externally with approved Imm and internally with 0.8mm thick laminate. Supporting framework if required shall be in melamine polished teakwood. The item shall include for all allied joinery work, cutting, planing, rebating, aiI fixing accessories such as SS sorews, bolts and fasteners, grooves where indicated as per approved design etc complete as per approved shop drawings, technical specifications and as directed by the .
6.1 Office storage unit(Item Reference: OS1) of approximate size of 900mm W x 450mm D x 800mm H 12 12.00
17 7.0 Supplying and installing in position, factory made, first quality, fout leveled/ layered Open Shelving System as per approved furniture selection document & specified size comprising of M.S.powdercoatsd slotted steel frame fixed to the masonry/ concrete surfaces and fixed to M.S. powdercoated brackets. The shelves of size l200mm length and 600mm width shall be provided in four levels/ layers and made out or l8mm thick marine ply finished with approved 1.5mm thick laminate on top and bottom surface and mounted onto the steel brackets. The powdercoating shall be super durable polyester type with minimum thickness of 60 mcrons in approved shade The edges of the p1 ood shelves shall be provided with approved first quality seasoned teakwood lipping with approved melamine polish. The item shall include for all allied joinery word, cutting, planing, rebating, all accessories, welding of steel members wherever required, smoothening the sharp edges of steel tnembers, all fittings such as nuts, bolts, fasteners etc. complete as perapproved shop drawings, technica specifications and directed by the Engineer-in-charge
7.1 Open Shelving system for store/pantry(Item Reference : SH1) of approximate overall size of 1200mm W x 600mm D x 2400mm H 12 12.00
Total 12.00 each 9613.5 115362
18 8.0 Supplying and installing in position, factory made, first quality, Records Room Storage Unit as per approved furniture selection document, design, colour & specified size body/ caracass comprising of rigid frame made out o/ 1.2 mm thick CRCA steel box pipes, with sides, back, top and drawers made out of 0.7 mm thick CRCA sheet panels. All steel components shall be provided with 8 tank treatment, anti-rust treatment and oven baked, super durable epoxy polyester powder coating with minimum 60 microns thickness The drawers shall be mounted on brush finished SS sliding tracks and provided with finger grips. The item shall include for locking arrangements, adjustable levelers, all accessories, hardware and fittings etc complete as per approved shop drawings, technical specifications and as directed by the Engineer-in-charge.
8.1 Records Room Storage Unit (Item Reference : STR1) with approximate size of 900mm W x 600mm D x l350mm H 12 12
Total Rs. 6478352.00
DETAIL ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE FOR DISTRICT REGISTRAR & SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE
S.No SOR ITEM PARTICLAR OF ITEM NO. L B H/D QTY UNIT RATE AMOUNT
1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.
2 1.6 Extra for every additional lift of 1.5 m or part thereof.
3 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete. TOTAL EXCAVATION 28.22
4 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). 1 4.80 2.80 0.15 2.02 cum 2970.00 5987.52
5 3.3 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work.
3.3.2 M-25 grade
6 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:
7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)
Buffel Wall 2 2.00 0.10 1.50 0.60
TOTAL QUANTITY 8.42 cum 3263.00 27474.46
7 3.9 Extra for precast PCC/ RCC work of any mix including form work, hoisting and fixing in Cement Mortar. 1:2 (1 Cement : 2 coarse sand) and finishing with cement plaster in Cement Mortar 1:3 (1 Cement : 3 coarse sand) but excluding reinforcement.
8 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
3.12.2 Thermo-Mechanically treated bars FE 500D 1.58 70.00/Kg 110.6 Kg 54.50 6027.70
9 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)
TOTAL QUANTITY 10.96 cum 235.00 2575.60
10 11.2 Providing and making 12mm thick cement plaster of mix:
11.2.1 In cement Mortar 1:3 (1 cement : 3 fine sand)
Buffel Wall 2 2 1.65 6.60
11 11.9 Extra for providing and mixing water proofing materials in cement plaster work in proportion as recommended by manufacturer. QTY. SAME AS ABOVE 43.40 Kg 43.50 1887.90
12 11.5 Neat Cement punning. QTY. SAME AS ABOVE 43.40 sqm 33.00 1432.20
13 20.31 Providing and constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. 1 1 1.00 each 1709.00 1709.00
Total Rs. 69101.00
DETAIL ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE FOR DISTRICT REGISTRAR & SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE
FOR RAIN WATER HARVESTING
S.No SOR ITEM PARTICLAR OF ITEM NO. L B H/D QTY UNIT RATE AMOUNT
1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.
HARVESTING CHAMBER 1 1.70 1.70 1.80 5.202 CUM 185.00 962.37
2 1.6.1 Extra for every additional lift of 1.5 m or part thereof.All types of soils
HARVESTING CHAMBER 1 1.70 1.70 0.30 0.867 CUM 26.50 22.98
3 3.1.3 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). 1 1.50 1.50 0.30 0.675 CUM 2970.00 2004.75
HARVESTING CHAMBER
4 18.76.2 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.gap for thermal expansion etc complete. 1 50.00 50.00 RM 267.00 13350.00
5 18.77.1.2 Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion 110 mm 1 5.00 5.00 each 154.00 770.00
6 20.2.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) all-round S.W. pipe including bed concrete 150mm thick as per standard design:150 mm diameter S.W. pipe 1 50.00 50.00 RM 436.00 21800.00
7 20.7.1 Constructing brick masonry manhole with well burnt modular clay brickscrushing strength not less than 35kg/cm2 in cement mortar 1:4 ( 1 cement : 4 coarse sand), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation in cementconcrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design :
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (lightduty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : each 1 2.00 2.00 NOS 6703.00 13406.00
8 21.1.1.3 Boring/drilling bore well perfectly vertical for the specified depth suitable toreceive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire &running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level.150 mm dia 1 10.00 10.00 RM 339.00 3390.00
21.1.2.3 Rocky strata including Boulders. 1 10.00 10.00 RM 396.00 3960.00
9 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:
7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand) 1 4.71 0.20 2.00 1.88 cum 3263.00 6147.49
10 11.2 Providing and making 12mm thick cement plaster of mix:
11.2.4 In Cement Mortar 1:5 (1 cement : 5 fine sand)
11 21.4.3 Supplying, assembling, lowering and fixing in vertical position in bore wellunplasticized PVC medium well screen (RMS) slotted pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineerin- charge150 mm nominal size dia. 1 18.00 18.00 RM 546.00 9828.00
12 21.14.1 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately). [Agreemented Item No.-227, Page-39 of 45]
Stone boulders of size range 5 cm to 20 cm, in recharge pit. 1 0.89 cum 863 764.56
13 21.14.2 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately). [Agreemented Item No.-228, Page-39 of 45]
Gravels of size range 5 mm to 10 mm, over the existing layer of boulders
12 21.14.3 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately). [Agreemented Item No.-229, Page-40 of 45]
Coarse sand of size range 1.5 mm to 2 mm over existing layer of gravel
Total Rs. 79360.00
DETAIL ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE FOR DISTRICT REGISTRAR & SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE
S.No SOR ITEM PARTICLAR OF ITEM NO. L B H/D QUANTITY UNIT RATE AMOUNT
1 21.1.1.3 Boring/drilling bore well perfectly vertical for the specified depth suitable toreceive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire &running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level.
3 21.3 Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia,conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer –in-charge.
21.3.3 150 mm nominal size dia.
4 Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete:
19.9.6 50 mm dia. nominal bore 1 50.00 50.00 meter 398.00 19900.00
Electrical SOR 2020
5 Supplying and fixing of following sizes 'B' class G I pipe with welded steel flange of suitable size at both the end of every pipe length, fixing with submersible pump and lowering with the pump in the bore well including necessary rubber gasket, nuts & bolts etc. as required.
Electrical SOR 2020
6 23.7 Supplying and fixing of following sizes GM gate valve ISI mark in the suction/ delivery line etc. as required.
Electrical SOR 2020
7 12.1 Earthing with G.I. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe, etc. (but without charcoal or coke and salt) as required. 1 1 1.00 Set 3243.00 3243.00
Electrical SOR 2020
8 23.3 Supplying, installation, testing and commissioning of submersible pump set for water supply system with submersible motor directly coupled to multi-stage submersible pump of specified discharge capacity, head, delivery size in existing bore well including 2 sets of suitable size holding clamps made out of 50 mm X 6 mm MS flat, connection with suitable submersible cable of standard length etc. as required.
Electrical SOR 2020
9 23.11 Supply, installation, testing and commissioning of 1-3 HP 1 phase submersible motor starter cum control wall/ floor mounted type made out of not less than 1.6 mm thick MS sheet and comprising of following panel mounting switchgears there in including connection inter-connection etc. as required. a) Phase indicating lamps with fuses and toggle switches 1 set b) 1/2/3 HP 1 phase DOL starter with over load and no volt relay 1 No c) 25 A "C" curve DPMCB 1 No d) Voltmeter 0-250 V 1 set e) Ammeter 0-10 A 1 set 2 2.00 Each 4030.00 8060.00
Electrical SOR 2020
10 23.14 Supplying, laying and fixing following size submersible cable along with GI/PVC/HDFC pipe line or laid in ground etc as required
Electrical SOR 2020
11 23.15 Supplying and making water proof joint with heat shrinkable joint kit including copper ferrules for following size of 3 core submersible copper conductor cable of 1.1 KV grade as required.
12 21.17 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable) 1 1.00 1.00 point 1502.00 1502.00 7387
DETAIL ESTIMATE OF GARDEN DEVELOPMENT AT AVY GOBRA NAWAPARA ,ABHANPUR, RAIPUR(CG)
Chhattisgarh P.W.D. Building SOR w.e.f. 01-01-2015 & Road SOR w.e.f. 01-01-2015
S.No. PWD CSR Item No. Particular's Unit Nos. L W D/H Qty. Rate Amount
1 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. .
3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size)
2 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
3.12.1 Thermo-Mechanically treated bars FE 415
3 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming toIS:12894-2002 of class designation 4.0 in foundation and plinth in
7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)
4 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
Qty same as brickwork cum 24.792 121 3000.00
5 11.1 Providing and making 6mm thick cement plaster of mix:
11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand)
Column portiion 87x2 0.20 1.60 55.68
6 11.2 Providing and making 12mm thick cement plaster of mix:
11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)
ded column -87 0.20 1.00 -17.4
7 11.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:
11.3.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)
ded column -87 0.20 1.00 -17.4
8 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:
14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
6 mm plaster qty 88.74
12 mm plaster qty 206.6
15 mm plaster qty 206.6
9 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.
ded column -87 0.20 0.45 -7.83
Total 101.97 sqm
10 14.22 Painting on new work (two or more coats) to give an even shade with:
14.22.2 Premium synthetic enamel paint
ded column -87 0.20 0.45 -7.83
11 SOR Item 1.2 Page No.9 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).
Garden Area 1 35.00 80.00 2800.00
sqm Total Qty. 2800.00 7.2 20160.00
12 SOR Item 22.2 Page No.204 Supplying and stacking of good earth at site including royalty, loading,unloading and carriage upto 5 km (earth measured in stacks will be reduced by 20% for payment).
deduction pathway area -1 215.00 2.20 0.30 -141.90
Cum Total Qty. 679.36 201 136551.00
13 SOR Item 22.4 Page No.204 Supplying and stacking at site well decayed cow dung manure fromapproved source, including loading, unloading and carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment).
deduction pathway area -1 215.00 2.20 0.10 -47.30
Cum Total Qty. 226.45 236 53443.00
14 SOR Item 22.14,22.14.2 Page No.205-206 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 60 cm dia, and 60 cm deep..
For Trees 80 80
Each Total Qty. 80 33 2640.00
15 ROAD SOR Item 11.4 Page No.43 Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia.holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year) Each 80 80
Total Qty. 80 750 60000.00
16 SOR Item 22.10 Page No.205 Grassing with ‘Doob’ grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing including supplying good earth if needed (the good earth shall be paid for separately).
22.10.3 In rows 5 cm apart in either direction.
deduction pathway area -1 215.00 2.20 -473.00
17 Road SOR Item 8.2 Page No. 29 Cast in Situ Cement Concrete M20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409) mtr
18 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc.complete.
19 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
20 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
A 2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
B 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape
21 12.65 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm
12.65.1 Plain/ normal coloured precast interlock concrete block
Total 1254569.00
SCHEDULE OF ITEMS
NAME OF WORK:-Garden Development work at Atal Vihar Yojna Gobra Nawapara, Abhanpur, Raipur(C.G)
AS PER C.G. PWD BUILDING & ROAD SOR 2015
S.NO. SOR I NO. PARTICULAR UNIT RATE RATE IN WORDS SR HIG (Jr. HIG A) SR MIG JR MIG 1 JR MIG C.COMPLEX COMMUNITY utility RWH
1 3.2.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) . cum 4163.00 Four thousand one hundred sixtty three Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
2 3.12.1 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415 Kg 54.50 Fifty four Rupees fifty Paisa #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
3 7.5.4 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming toIS:12894-2002 of class designation 4.0 in foundation and plinth in Cement Mortar 1:6 (1 cement : 6 coarse sand) cum 3236.00 Three thousand two hundred thirty six Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
4 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: cum 121.00 One hundred twenty one rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
5 11.1.2 Providing and making 6mm thick cement plaster of mix: In Cement mortar 1:4 (1 cement : 4 fine sand) sqm 87.00 Eighty seven Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
6 11.2.3 Providing and making 12mm thick cement plaster of mix: In Cement Mortar 1:5 (1 cement : 5 fine sand) sqm 96.50 Ninety six Rupees Fifty Paisa. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
7 11.3.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:5 (1 cement : 5 fine sand) sqm 113.00 One hundred thirteen rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
8 14.15.1 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) sqm 56.00 Fifty Six Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
9 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer. KG 67.50 Sixty seven Rupees Fifty Paisa. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
10 14.22.2 Painting on new work (two or more coats) to give an even shade with:Premium synthetic enamel paint sqm 47.00 Fourty seven Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 118465.00
11 1.2 Surface dressing of the ground including removing vegetation and makingup undulations and in-equalities not exceeding 15 cms in depth/ heightincluding disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5maway from the dressed area). sqm 7.20 Seven Rupees Twenty paisa. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 8627
12 22.2 Supplying and stacking of good earth at site including royalty, loading,unloading and carriage upto 5 km (earth measured in stacks will be reduced by 20% for payment). cum 201.00 Two hundred one Rupees. #REF! #REF! #REF! #REF!
13 22.4 Supplying and stacking at site well decayed cow dung manure fromapproved source, including loading, unloading and carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment). cum 236.00 Two hundred thirty six Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
14 22.14.2 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 60 cm dia, and 60 cm deep.. Each 33.00 Thirty three Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
15 11.4 Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia.holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year) Each 750.00 Seven hundred fifty Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
16 22.10.3 Grassing with ‘Doob’ grass including watering and maintenance of thelawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing including supplying good earth if needed (the goodearth shall be paid for separately). In rows 5 cm apart in either direction. sqm 6.60 Six Rupees Sixty Paisa. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
17 Road SOR 8.2 Cast in Situ Cement Concrete M20 Kerb with Channel(Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M20grade PCC on M10 grade foundation 150 mm thick, kerb channel 300mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb,kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409) Rmt 383.00 Three hundred eighty three Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
18 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc.complete. cum 371.00 Three Hundred seventy one Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
19 3.1.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). cum 2659.00 Two thousand six hundred fifty nine Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
20 2.1.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. sqm 139.00 One hundred thirty nine Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
21 2.1.5 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Columns, Pillars, Piers and likes- rectangular or square in shape sqm 297.00 Two hundred ninety seven Rupees.
22 12.65.1 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm .Plain/ normal coloured precast interlock concrete block sqm 436.00 Four hundred thirty six Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
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