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| # | Company | Amount |
|---|---|---|
| 1 | ₹2.2 Cr |
Tender Value
₹2.6 Cr
EMD Value
₹5.3 L
Closing Date
2 Mar 2026, 3:00 pmClosed
DGM BSBCCL MUNGER
DGM BSBCCL MUNGER
BSBCCL, Hospital Road, Sastri Nagar, Patna 800023
ANIL KUMAR
CGM
Construction of Boundary wall, Gate and Amenities Building for Type-II Football Stadium / 200 meter ATH Track (115x95m) Under Chief Minister Sports Development at Dakra in Block Ramgarh Chouak in District Lakhisarai
124614
67/BSBCCL/2025-26 GR01
Open Tender
CIVIL
Munger
• Payment Receipt (EMD/Tender Fees/Tender Processing Fee)
• total value of civil engineering construction work, in Rupees, Performed in last five years. (BALANCE SHEET, PROFIT & LOSS AND AUDIT REPORT DULY AUDITED BY CA.) Minimum annual financial turnover (in all classes of civil engineering construction works only) amount of construction work, which must be at least equal to 50 % of estimated cost of works for which bid has been invited. The turnover will be indexed at the rate of 8% for a year
2020-21, 2021-22, 2022-23, 2023-24, 2024-25
• Amount in Rupees related to Work Experience of Similar nature ?
(a) Satisfactory completed at least one similar work of value not less than 50% of estimated Cost (Escalation As per appendix ITB sl no-19)
(b) The completion Certificate shall be issued by employer not below the rank of executive engineer or project manager. In case of Private client the completion certificate and valuation of the project issued by employer should be certified by the retired executive engineer/Registered value of Nationalised Bank/Insurance Company/Income Tax Department.
• QTY /AMOUNT AS INDICATED IN ANY ONE YEAR IN LAST FIVE YEAR (QUANTITY EXECUTED MUST BE SATISFIED BY CONCERN ENGINEER INCHARGE. In case of Private client the quantity executed will be issued by employer should be certified by the retired executive engineer/Registered value of Nationalised Bank/Insurance Company/Income Tax Department.
EARTHWORK 422 CUM
BRICKWORK 197 CUM
RCC+PCC 197 CUM
FLOORING 55 SQM
PHE WORK 4.3 Rs in Lac
ELECTRICAL WORK 9.6 Rs in Lac
• Attach Affidavit in Prescribed Format mention in SBD.
• Proposed Methodology of Construction.
• AS PER SEC 2-1.5 MAX. AGE 5 YEARS ATTACHED OWNED VOUCHER /CASH MEMO/INVOICE AND AFFIDAVIT IN CASE OF LEASED/HIRE ON AND AFTER DATE OF TENDER
Type of Equipment Nos. Maxm. Age
Steel Shuttering 2000 Sft 5
Concrete Mixer with Integral weigh Batching facility 1 5
Vibrator (Plate & Niddle) 2 5
Water Tanker 1 5
• AS PER SEC 2-1.6 ATTACHED NECESSARY CERTIFICATE AND CURRENT AFFIDAVIT OF BOTH EMPLOYEE AND EMPLOYER ON AND AFTER DATE OF TENDER
(a) Site Engineer / B.E. (Civil) + 03 Years Exp. (3 years in Building Construction) or Diploma in Civil + 7 year Exp. In Building construction or retired A.E. --1 no.
(b) Site Supervisor /Fresh Graduate in Civil or Diploma Civil + 02 Years Exp. or retired I.T.I Holder---1 no.
• Litigation History if Any.
• Evidence of accesses to Financial Resources in Rupees-Evidence of access to or availability of credit facilities (10% of estimated cost), certified by bankers (for work under this bid).
• Undertaking -Able to invest a minimum of cost up to 25% of contract value of work. During implementation of contract.
• Registration No.-any Contractor Registered with Central Government/Any State Government/Any Public Sector Undertakings or an agency of National or International repute may tender, but Registration with Building Construction Department will be essential after issue of Letter of Acceptance
• Experience Certificate of identified Sub Contractor (Electrical/PHE/Furniture) will be valid. Experience Certificate should be issued by at least Executive Engineer and equivalent officer. It is Mandatory to Attached Mutual Affidavit & Registration Certificate of Sub Contractor
• Legal Status/Place Of Registration/Principal Place Of Business./Power of Attorney.
• Amount of Existing commitments and ongoing works in Rupees (Bidder must declare themselves their all existing commitment hiding fact be sufficient cause for rejection.)
• Amount of Work for which Bid already submitted, in Rupees
• BIDDING CAPACITY ( BC=AxNx3-B) SHOULD BE MORE THAN BOQ.
• Character Certificate o f Bidder IF SUB CONTACTORS AFFIDAVIT CHARACTER CERTIFICATE MUST BE ATTACHED.
• NOC for Debar.
• GST Registration Certificate, PAN & Aadhar Document.
CIVIL
PERCENTAGE
L1
1
20 documents required · 20 mandatory
₹10,000
Processing Fee: 3540
₹5.3 L
1 Jun 2026
6 Feb 2026
5 Mar 2026
6 Feb 2026
2 Mar 2026
6 Feb 2026
Bihar State Building Construction Corporation Limited
Project:-Construction of Boundary wall, Gate and Amenities Building for Type-II Football Stadium / 200 meter ATH Track (115x95m) Under Chief Minister Sports Development at Dakra in Block Ramgarh Chouak in District Lakhisarai
Bill of Quantity
Sl.No. SOR 2022 Particulars QTY Unit Rate Amount
1 2.8 Earth work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m; disposal earth to be levelled and neatly dressed.
2.8.1 All Kinds of soil 844.87 cum 360.70 304744.00
2 2.27 Extra for every additional lift of 1.5 m or part thereof in 0.00
2.27.1 Ali kinds of soil. 126.78 cum 49.40 6263.00
3 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 256.30 cum 287.30 73635.00
4 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 331.72 cum 123.90 41100.00
5 2.18 Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered): 0.00
2.18.1 Depth exceeding 1.5m. 11.81 sqm 109.10 1289.00
6 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I. 1,076.54 sqm 283.30 304983.00
7 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 0.00
4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 93.03 cum 3998.10 371924.00
8 5.33A Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 0.00
5.33A.1 All work upto plinth level 185.47 cum 4756.90 882239.00
9 5.33A.2 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete All works above plinth level upto floor V level 0.00
5.33A.2.1 Walls columns, pillars, posts cind struts 41.22 cum 5293.50 218177.00
10 5.33A.2 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete All works above plinth level upto floor V level 0.00
5.33A.2.2 Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. 73.78 cum 5677.20 418884.00
11 5.33B.1 Add or deduct for providing richer or leaner mixes respectively at all floor levels. 0.00
Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. 299.79 cum 164.50 49315.00
12 5.22 Providing Reinforcement for R.C.C. work etc. all complete job as per direction of E/I 0.00
13 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : 0.00
6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) 103.98 cum 4923.00 511876.00
14 6.1A Brick work with 100A bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : 0.00
(i) 6.1.14A Cement mortar 1:6 (1 cement: 6 coarse sand ) 9.56 cum 4819.90 46088.00
15 6.14C+6.3C Brick work with fly ash brick in C.M. (1:6) in superstructure 280.28 m3 5765.20 1615885.00
16 6.1.12c Cement mortar 1 : 4 (1 cement: 4 coarse sand ) 1.00 5116.30 5116.00
17 5.90 Centring and shuttering including strutting,propping etc. and removal of form for. 0.00
(a) 5.9.1 Centering and shuttering in foundation 457.07 sqm 211.60 96715.00
(b) 5.9.3 Centering and shuttering in Roof slab 123.95 sqm 437.50 54230.00
(c.) 5.9.5 Centering and shuttering in Lintel beam , plinth beam etc. 677.82 sqm 404.70 274314.00
(d) 5.9.6 Centering and shuttering in column 743.82 sqm 494.40 367745.00
(e) 5.9.16 Edges of slabs and breaks in floors and walis 0.00
(f) 5.9.19 Centering and shuttering inChajja 15.60 sqm 550.90 8592.00
18 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix: 1:6(1 cement: 6 coarse sand) 2,001.66 sqm 141.50 283235.00
19 13.18 Providing and laying 15mm thick C.P. (1:4) with punning with water proofing materials all complete job 52.93 M2 229.30 12138.00
20 13.24.2 Providing 6mm thick C.P. (1:4) in ceiling etc. all complete job as per direction of E/I 110.43 sqm 125.60 13869.00
21 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement 40.00 qm 203.60 8144.00
22 13.12 15 mm cement plaster on rough side of single or half brick wall of mix. 0.00
23 9.21 P & F ISI marked flush door shutters conforming to IS : 2202 (Part 1) non-decorative type core of block of board construction with frane of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 0.00
9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 30.37 sqm 1775.30 53917.00
24 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 0.00
9.48.1 Fixed to steel windows by welding 2,584.26 KG 144.50 373426.00
25 10.3 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. 5.76 sqm 6303.40 36308.00
26 10.12.1 Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required. 15.84 sqm 3038.90 48136.00
27 10.13 Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, Ventilators and comosite units. 0.00
10.13B Steel windows 9.90 sqm 396.70 3927.00
10.13C Steel ventilators 5.94 sqm 405.30 2407.00
28 10.15 Providing and fixing pressed steel door confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by . mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-incharge: 10.15 0.00
10.15.2 Profile B 0.00
10.15.2.1 Fixing with adjustable lugs with split end tail to each jamb 83.31 M 432.60 36040.00
29 10.4 Providing and fixing 1 mm thick M.S.sheet sliding - shutters with frame and diagonal braces of 40x40x6 mm angle iron,3 mm M.S. gusset plates at the junction and corners, 25 mm dia pulley, 40x40x6 mm angle and T-iron guide at the top bottem respectively including applying a priming coat of approved steel primer. 31.20 kg 4279.90 133533.00
30 11.26 Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand) 0.00
31 11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm 22.36 mtr 1334.90 29844.00
32 11.40 Providing and laying Ceramic glazed floor tiles 400x400 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours except white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc, complete. 19.38 sqm 1414.00 27410.00
33 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 92.40 sqm 795.00 73458.00
34 13.75 DDistempering with dry distemper of approved brand and manufacture(two or more coats ) and of required shade on new work , over and including priming coat of whiting to give an even shade. 720.59 M2 70.50 50801.00
35 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 720.59 m2 105.40 75950.00
36 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade : 0.00
13.46.1 New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 2,385.70 M2 137.00 326842.00
37 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: 0.00
13.82.1 New steel work (two or more coats) 558.06 sqm 83.50 46598.00
38 4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. 51.78 m 436.60 22607.00
39 10.18 Providing and fixing circular cast iron box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one ;pcf at the corners. Clamps shall be made of 12mm dia M.S. bar bent to shape as per standard drawing. 8.00 Nos 165.40 1323.00
40 10.29 Providing and fixing bright finished brass peg stays to steel ventilators with necessary welding and machine screws etc. complete. 18.00 Nos 182.70 3289.00
41 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete: 0.00
42 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete: 0.00
43 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete: 0.00
44 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 0.00
9.101.2 Twin rubber stopper 14.00 Nos 60.80 851.00
45 16.19 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10cm length and drilling holes upto 10 mm dia. etc. complete. 665.84 kg 94.80 63121.00
46 16.70 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge 0.00
16.70.1 Made of G.I. wire of dia 4 mm 95.28 sqm 687.20 65476.00
47 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soil (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) 34.28 RM 178.30 6112.00
48 12.39 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished 12 mm cement plaster 1:3 (1 cement:3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete 4.00 Nos 189.40 758.00
49 22.8.1 Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. 0.00
22.8.1 With average thickness of 120 mm and minimum thickness at khurras point to be 65 132.41 sqm 850.70 112644.00
50 11.77 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 198.76 sqm 721.10 143326.00
51 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required. 0.00
10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works 1,171.00 kg 114.60 134197.00
52 10.33.1 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer 0.00
10.33.1 MS tube (medium) 40mm nominal bore kg 121.90 144.00 RM 121.90 17554.00
53 Carriage of material 0.00
Coarse sand (13 km from Kiual) 334.46 cum 493.08 164915.00
Stonechips (189 km from Mirjachouaki) 341.92 cum 4126.10 1410796.00
Local sand 273.69 cum 316.15 86527.00
Earth (1 km kutcha + 2 km pucca) 10,896.00 cum 319.96 3486284.00
Manure (1 km kutcha + 2 km pucca) 37.00 cum 307.54 11379.00
54 Extra cost of Materal 0.00
55 17.1 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: 0.00
17.1.1 White Vitreous china Orissa pattern W.C pan of size 580x440mm with integral type foot rests. 1.00 Each 4470.90 4471.00
56 17.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 0.00
57 17.3.1 White Vitreous china Orissa pattern W.C pan of size 580x440mm with integral type foot rests. 4.00 Each 5504.30 22017.00
58 17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls andfloors wherever required etc all complete jobs. 0.00
17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern 2.00 Each 3723.20 7446.00
59 17.7 Providing and fixing wash basin with C.I brackets, 15mm C.P brass pillar taps, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 0.00
17.7.1 White Vitreous China Wash basin size 630x450 mm with a 5.00 Each 2764.40 13822.00
60 17.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. 5.00 Each 1500.00 7500.00
17.31 Providing and fixing 600x450mm beveled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P brass screws and washers complete. 5.00 Each 1068.50 5343.00
61 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 0.00
17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not lessthan 190 gms 5.00 Each 424.00 2120.00
62 17.71 Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape withbracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 5.00 Each 146.30 732.00
63 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 0.00
18.53.1 15 mm nominal bore 5.00 Each 500.40 2502.00
64 18.75 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 0.00
18.75.3 25mm nominal bore, weighing not less than 62 gms 2.00 Each 100.60 201.00
65 18.74 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 4.00 Nos 108.00 432.00
66 18.48 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. 1,000.00 lit 9.70 9700.00
Water Supply 0.00
67 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including, cutting and making good the walls etc. 0.00
Internal work-Exposed on wall 0.00
18.10.1 15 mm dia nominal bore 55.00 Metre 227.70 12524.00
68 18.10.3 25 mm dia nominal bore 80.00 Metre 399.90 31992.00
18.10.4 32 mm dia nominal bore 70.00 Metre 457.80 32046.00
69 18.11 Providing and fixing G.I.Pipes complete with G.I fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall 0.00
18.11.1 15mm dia nominal bore 20.00 Metre 318.90 6378.00
70 18.16 Providing and fixing brass stop cock of approved quality. 0.00
18.16.1 15 mm nominal bore 4.00 Each 303.80 1215.00
71 18.17 Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end). 0.00
18.17.1 25 mm nominal bore 2.00 Each 532.30 1065.00
72 18.33 Constructing masonry Chamber 60x60x75cm inside, in brick work in cement mortar 1:4(1 cement: 4 coarse sand) for sluice valve, with C.I surface box 100mm top diameter, 160mm bottom diameter and 180mm 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) i/c necesary 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: 0.00
18.33.1 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 3.00 Each 7210.60 21632.00
75 18.37 Constructing masonry Chamber 60x45x50 cm inside, in brick work in 0.00
18.37.1 18.37.1 With common burnt clay F.P.S.(non modular) bricks of class 2.00 Each 6849.90 13700.00
74 18.49 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 0.00
75 18.50 Providing and fixing C.P brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 0.00
18.50.1 15mm nominal bore 2.00 Each 715.10 1430.00
76 18.52 Providing and fixing C.P. stop cock (concealed) of standard design and of approved quality conforming to IS : 8931 0.00
18.52.1 15 mm nominal bore 4.00 Each 594.80 2379.00
77 18.53 Providing and fixing C.P. brass,angle valve for basin mixer and geyser points of approved quality conforming to IS : 8931 0.00
18.53.1 15 mm nominal bore 2.00 Each 500.40 1001.00
Roof Drainage 0.00
78 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0.00
79 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0.00
b 12.79.2.2 110 mm Single pushfit Coupler 6.00 Each 374.60 2248.00
c 12.79.3.2 110 mm Single tee with door 16.00 Each 193.40 3094.00
e 12.79.6.2 Shoe plain, 110mm shoe 8.00 Each 115.95 928.00
81 12.80 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete 0.00
82 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 27.00 Each 47.90 1293.00
83 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 0.00
19.1.1 100mm diameter 10.00 Metre 280.60 2806.00
19.1.2 150 mm diameter 15.00 Metre 464.30 6965.00
84 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarsesand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 0.00
19.2.1 100mm diameter 10.00 Metre 404.30 4043.00
19.2.2 150 mm diameter 15.00 Metre 494.40 7416.00
85 19.16 Providing orange colour safety foot rest of minimum 6 mm thickplastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS : 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be isible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 0.00 0.00
86 19.32 Making soak pit 2.5m diameter 3.0 metre deep with 45x45cm dry brick honey comb shaft with bricks of class designation 75 and S.W drain pipe 100 mm diameter, 1.8m long complete as per standard design. 0.00
19.32.1 With F.P.S. bricks 2.00 Each 33603.40 67207.00
87 19.33 Constructing soak pit 1.20 x 1.20 x 1.20m filled with brickbats including S.W drain pipe 100mm diameter and 1.20m long complete as per standard design. 1.00 Each 4117.30 4117.00
88 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 0.00
Surface Drain 0.00
89 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l, 0.00
90 24.1 Boring/drilling bore well of 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 etc all complete jobs. 0.00
91 24.2 Boring/drilling bore well of 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, beyond 90 metre & upto 150 metre depth below ground level. 0.00
92 24.3 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 -incharge. 0.00
24.3.2 150 mm nominal size dia 26.00 metre 660.10 17163.00
24.3.3 200 mm nominal size dia having minimum wall 30.00 metre 940.80 28224.00
24.3.1 100 mm nominal size dia having minimum wall 80.00 metre 546.10 43688.00
93 24.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-incharge. 0.00
24.4.1 100 mm nominal size dia 30.00 metre 573.10 17193.00
94 24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 10.00 CUM 1188.90 11889.00
95 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 6.00 CUM 1195.60 7174.00
96 24.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. 4.00 CUM 1195.60 4782.00
97 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-incharge. 4.00 cum 1343.20 5373.00
98 24.9 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. 2.00 Each 1213.20 2426.00
99 24.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 0.00
100 24.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 0.00
101 24.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I) 0.00
102 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 16.00 Cum 1343.20 21491.00
103 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 12.00 hour 916.80 11002.00
104 AR S/F/F 1 H.P. Cromption or any other apprioved make Motor and ISI make automatic starter mounted on a common wooden board etc. all complete job. 1.00 Each 19980.00 19980.00
105 23.1 Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge of/and manure before and after flooding trench with water (encluding cost of imported earth,sludge or manure). 84.00 sqm 44.70 3755.00
106 23.2 Supplying and stacking of good earth at site including royalty but excluding carriage (earth measusred in stacks will be reduced by 20% for payment). 10,909.44 cum 411.70 4491416.00
107 23.3 Supplying and stacking Sludge at site including royalty and carriage (Sludge measusred in stacks will be reduced by 8% for payment 11.59 cum 282.60 3276.00
108 23.4 Supplying and stacking a' site dump manure from approved source, excluding carriage (manure measured in stacks will be reduced by 8% for payment 0.00
23.4.1 Screened through sieve of l.S. designation 20 mm 11.59 cum 278.90 3233.00
109 23.5 Rough dressing the trenched ground including breaking clods 84.00 100sqm 85.90 72.00
110 23.6 Uprooting weeds form the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation 84.00 100sqm 283.30 238.00
111 23.7 Fine dressing the ground 84.00 100sqm 208.80 175.00
112 23.8 Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/and good earth to be paid separately 10,908.60 cum 30.10 328349.00
113 23.9 Mixing earth and sjudge or manure in porportion specified or directed. 10,908.60 cum 20.90 227990.00
114 23.12 Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm removing all weeds and other growth with roots by forking repeatedly, breaking clods, rought dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. 5,410.58 100 sqm 3418.20 184945.00
115 23.10 Grassing with 'Doob' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free form weeds and fit for moving including supplying good earth if needed. 0.00
23.10.3 In rows 5 cm apart in either direction. 5,410.58 100sqm 1027.40 55588.00
116 AR/720 BED Gondapur Nawada Plantation of trees 25.00 each 200.00 5000.00
117 AR/720 BED Gondapur Nawada Shrubs/Creeps 35.00 each 100.00 3500.00
118 NS Providing and Supply Pitch Roller (Hand Roller, 1.5 tone) 1.00 each 89087.00 89087.00
119 NS Providing and Supply Grass Cutter (Honda, Petrol Lawn mover) 1.00 each 120610.00 120610.00
120 1 Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed PVC conduit, with modular type switch, modular plate, suitable size G.I. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc.as required 0.00
121 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc.as required. 2.00 Each 358 716.00
122 1.5 Wiring for light/ power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 No 4 sq.mm. FR PVC insulated copper conductor single core cable for loop earthing as required. 350.00 Metre 309 108150.00
123 1.7 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface /recessed PVC conduit as required. 0.00
1.7.2 2x2.5 Sq.mm +1x2.5 Sq.mm earth wire 350.00 Metre 246 86100.00
1.7.4 2 x 6 sq.mm + 1 x 6 sq.mm. earth wire 80.00 Metre 422 33760.00
124 1.22.7 Supplying and fixing PVC/G.I box of 200mm x 250mm x 60mm deep on surface or in recess with suitable size of phenolic laminated sheet cover in fornt including painting etc as required. 2.00 Each 311 622.00
125 1.32 Supplying and fixing suitable GI Box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin, 15/16 amps modular socket outlet and 15/16 amps modular switch, connection, painting etc. as required. (for power plug ). 15.00 Each 531 7965.00
126 1.31 Supplying and fixing suitable size G.I Box with modular plate and cover in front on surface in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch, connection, painting etc., as required. (for light plugs to be used in non residential buildings ). 10.00 Each 414 4140.00
127 2.9 Supplying and fixing following way, horizontal type three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus - bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 0.00
2.9.1 4 way ( 4 + 12 ), Double door, horizontal type 2.00 Each 4184 8368.00
128 2.12 Supply & fixing following rating 240/415 volts c curve miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections testing and commissioning etc as required. 0.00
2.12.1 6/32 amp single pole 24.00 Each 237 5688.00
129 2.15 Supply and fixing following rating double pole 240 volts isolator in the existing MCB DB complete with connections testing and commissioning etc as required. 0.00
2.15.2 63 amps, Double pole 1.00 Each 529 529.00
130 2.4 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required. 0.00
131 2.5 Providing and fixing following capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body etc. as required. 0.00
132 2.12 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required 0.00
2.12.4 50/63 amps, Single pole and neutral 2.00 Each 1282 2564.00
133 2.7 Supplying and fixing following rating and pole, 240/415 volts, MCB type changeover in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00
134 8.11 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc.) 18.00 sqft 1809 32562.00
135 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. 1.00 Each 6536 6536.00
FIXTURE FITTING 0.00
136 8.15 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 210 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. 2.00 Each 2482 4964.00
137 8.17.1 Supply and Installation of 300 mm 230volt AC exhaust fan in the existing opening including making good the damage connection testing commissioning etc as required. 8.00 Each 2572 20576.00
138 6.1 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 0.00
6.1.5 12 watt LED lamp 4.00 Each 239 956.00
139 8.19 Supply and installation of 400 mm, 230 v A.C. wall/cabin fan including fixing the bracket, making connection, testing, commissioning etc as required. 7.00 Each 3670 25690.00
140 5.7.6 Supplying and fixing recess/surface mounted 23/24 (1ft X 1ft) watt LED downlighter complete with integrated electronic driver & LED directly on ceiling/false ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. 13.00 Each 2049 26637.00
141 5.2 Supplying and fixing single wall mounted 9/10 watt (2 ft long) LED type batten fitting complete with electronic driver and LED etc directly on wall/ ceiling including connections with 1.5 sq.mm FR PVC insulated copper conductor and earthing the body etc. as required. 4.00 Each 492 1968.00
142 5.10 Supplying and fixing Surface mounted 10/12 watt LED type Bulk-head fitting comprising of pressure die cast housing with acrylic diffuser (IP65) and complete with integrated electronic driver etc directly on wall/ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. 2.00 Each 1275 2550.00
STREET LIGHT 0.00
143 MR Supply and fixing of TLL 50WATT all in one street light along with MONo Crystalline 50 Wp solar panel and 308 wh Lithium battery aluminium housing , LED rating -50000Hr@LM70, Efficacy Lumen /watt> 130,CRI->70, charge controller. Type MPPT, SENSOR Type -PIR Dusk to down Operation,TLL-jupitor-AIO50 8.00 Each 75377 603016.00
144 8.22 6 mtr height octagonal hot dip galvanized street light poles with top dia (A/F) 70 mm and bottom dia (A/F) 155 mm and made of 3 mm thick sheet base plate diamention 260x260x16 mm including suitable size foundation bolts etc 0.00
146 8.2 Providing and making steel pole collar with cement concrete 1:3:6 (1 cement:3 coarse : 6 stone aggregate of 20mm )of specified size and shapeincluding form work plastering if required curing etc as required (volume of pole /pipe not to be deducted) 8.00 each 6399 51192.00
147 5.14.4 Suppli and fixing 90 watt LED type street light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc on pole/building including connection with FR PVC insulated copper conductor cable and earthing body etc as required. 4.00 Each 5516 22064.00
EARTHING/ MAINS CABLE 0.00
148 3.21 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for earth electrode to fill up the excavated earth and earth inspection pit etc. as required. 2.00 Set 16675 33350.00
149 3.19 Providing and fixing 4.00 mm dia.copper wire on surface or in recess for loop earthing as required. 20.00 meter 122 2440.00
150 7.7 Supplying and fixing of one number Armoured Copper cable of 1.1 KV grade of size on surface as required 0.00
151 7.1 Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including exacavation, sand cushioning protective and refilling the trench etc as required. 0.00
152 NS 15 LPH RO with 40 Liter cooler 1.00 Each 61237 61237.00
153 AR Buniyad Supply , Installation , Testing & Commissioning of MNRE Approved 3 KWp(Total 6 KWp) Solar Panel with inverter, Battery and all civil & Electrical items.(Without Netmeter) 1.00 Each 380000 380000.00
G Total 26264415.00
Bihar State Building Construction Corporation Ltd.
Outer Periphery Boundary Wall & Gate
Abstract of Cost
Sl. No./ Code. SOR-22 Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)
1.1/ 2.6 Earth work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m ; disposed earth to be levelled and neatly dressed.
2.6.1 All kinds of soil cum 613.00 314.90 193,034.00
1.2/ 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead cum 437.00 123.90 54,144.00
1.3/ 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 51.00 287.30 14,652.00
1.4/ 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 0.00
4.1.6 1:3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) cum 26.00 3,279.80 85,275.00
2.0 Reinforced Cement Concrete Works 0.00
2.1/ 5.9 Centring and shuttering including strutting,propping etc. and removal of form for. 0.00
2.1.1/ 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 244.00 211.60 51,630.00
2.1.2/ 5.9.21 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick sqm 567.00 518.90 294,216.00
2.1.3/ 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts sqm 762.00 494.40 376,733.00
2.2/ 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 0.00
Thermo-Mechanically Treated bars 0.00
2.3/ 5.33A Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 0.00
2.3.1/ 5.33A.1 All work upto plinth level cum 73.00 4,756.90 347,254.00
2.3.2/ 5.33A.2 All work from plinth level upto floor V level. 0.00
2.3.2.1/ 5.33A.2.1 Walls, columns, pillars, posts and struts cum 37.00 5,293.50 195,860.00
2.3.2.2/ 5.33A.2.2 Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. cum 80.00 5,677.20 454,176.00
5.33B.1 Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. CUM 190.00 164.50 31,255.00
3.0 Brick Work 0.00
4.1/ 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : 0.00
4.1.1/ 6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) - 250 mm th Brick work cum 240.00 4,923.00 1,181,520.00
3.2/ 6.3c Extra for Brick work in superstructure above plinth level upto floor V cum cum 240.00 842.20 202,128.00
4.0 Steel Work 0.00
4.1/ 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as require 0.00
4.1.1/ 10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works. kg. 5223.00 114.60 598,556.00
5.0 Plaster & Finishing Works 0.00
5.1/ 13.11 12 mm cement plaster of mix 0.00
5.2/ 13.12 15 mm cement plaster on rough side of single or half brick wall of mix. 0.00
5.3/ 13.78 Applying one coat of cement primer of approved brand and manufacture on wall surface: 0.00
13.78.1 Cement primer sqm 2448.00 38.60 94,493.00
5.4/ 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 0.00
13.79.1 New work (three or more coats) sqm 2448.00 81.20 198,778.00
5.5/ 13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: 0.00
13.93.1 Two or more coats on new work sqm 253.00 84.50 21,379.00
5.6/ 13.116 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in- Charge. Metre 3591.00 47.10 169,136.00
6.0/ 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, Sqm 422.00 283.30 119,553.00
9.0 Carriage of Materials 0.00
(i) Bricks (lead - 1 km kutcha + 7 km pucca) per 1000 Nos. 133504 1,161.47 155,061.00
(ii) Coarse Sand (Lead- 100 km From DORIGANJ) cum 182.00 1,566.48 285,099.00
(iii) Stone Chips (Lead-260 km From MANPUR GAYA) cum 154.00 4,353.16 670,387.00
(iv) Local sand ( 1 km kutcha + 2 km pucca) cum 57.00 316.15 18,021.00
13.0 Difference in cost of materials 0.00 0.00 0.00
GOPALGANJ SARAN
Bihar State Building Construction Corporation Ltd.
Outer Periphery Boundary Wall & Gate - 2 Nos.
Estimate of Quantity
Sl. No ITEM No. L B H/D Qty. Unit
Total Length of Front/ side/Rear Boundary wall = 420.00 Rmtr
Footings @3.14 m apart F1= 420.00 + -15.00 118.76 nos
Footings on Exp joint@35m CF1= 420.00 .=. 12.00 nos
FOOTING FOR GATE 4 4.00 NOS
1.1 Earth work in excavation in foundation trenches
1.2 Filling available excavated earth 613.00 26.00 102.10 22.00 436.90 m3
1.3 Supplying and Filling in plinth local sand 613.24 x 0.150 51.10 m3
1.4 Providing and laying in position cement concrete (1:3:6) 613.24 x 0.075 25.55 m3
2.0 Reinforced Cement Concrete Works
2.1 Centring and shuttering including strutting 119.00 1.70 1.70 0.075 60.69 m2
2.1.2 Lintels, beams, plinth beams
Tie Beam at E.G.L 2 325.84 0.350 228.09 m2
seating band 1 378.08 0.725 274.11
2.1.3 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts
Column upto E.G.L 119 0.30 0.3 1.60 228.48 m2
2.2 Reinforcement Steel TMT Bars
Foundation 51.00 cum @ 80.00 kg/m3 4.080 MT
Columns 37.00 cum @ 180.00 kg/m3 6.660 MT
Tie Beam 32.37 cum @ 135.00 kg/m3 4.370 MT
Band 18.25 cum @ 80.00 kg/m3 1.460 MT
2.3 Providing and laying R.C.C M20
2.3.1 All work upto plinth level
At Expantion joint CF1 12 1.850 1.250 0.300 8.32 m3
At Expantion joint F2 4 1.550 1.700 0.220 2.32 m3 2.7435
All work upto plinth level 51.00 + 22.00 73.00 m3
2.3.2.1 Walls, columns, pillars,
Column/stiffner tatal in super structure 37.00 m3
2.3.2.2 Beams, plinth beams
seating portion 1 378.08 0.600 0.125 28.36
Band at T.O.P AND MIDDLE DUE TO BAND AT 1.5 M Require 2 364.94 0.250 0.10 18.25 m3
3.1 100 A Brick work in CM (1:6)
3.2 Extra for Brick work in super structure Qty. Same as above 240.00 m3
4.1 Steel work welded in built up section
M. S.Grill on front B/Wall 408.08 0.45 183.64 m2
Total quantity = 5223.00 kg
5.0 Plaster & Finishing Works
5.1 12 mm cement plaster of mix Internal
5.1 Front 1 408.08 3.00 1224.24 m2 Internal
5.2 15 mm cement plaster on rough side external
5.2 Front 1 408.08 3.00 1224.24 m2 external
5.3 Applying one coat of cement primer 1224.00 + 1224.00 2448.00 m2
5.4 Finishing walls with water proofing cement paint 1224.00 + 1224.00 2448.00 m2
5.5 Painting with synthetic enamel paint
5.6 Forming groove of uniform size 2.00 448.89 4.00 3591.10 m
6.0 100 A one brick flat soling in footings 613.24 ./ 1.80 340.69 m2
9.0 Carriage of Material
S.No. ITEM Qnty. Cement (t) Bricks (Nos.) Coarse sand (m3) Stone chip (m3) Local sand (m3)
1 Local sand filling 51.00 51.0
7 100 Brick Flat Soling 422.00 13504.00 6.33
T Nos. M3 M3 M3
BSBCCL BSBCCL BSBCCL
SARAN SARAN SARAN
Bill of Quantity
Sl.No. SOR 2022 Particulars Building B'Wall P.H.E S.Tank Elect. QTY Unit Rate Amount Building PHE Boundary septic Electric Building B'Wall P.H.E S.Tank Elect. QTY
2 2.8 Earth work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m; disposal earth to be levelled and neatly dressed. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! #REF! cum 360.70 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
3 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! #REF! cum 287.30 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
4 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! cum 123.90 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
6 2.18 Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered): 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.18.1 Depth exceeding 1.5m. #REF! #REF! sqm 109.10 #REF! 0 0 0 #REF! 0 0.00 0.00 0.00 #REF! 0.00 #REF! #REF!
7 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! #REF! sqm 283.30 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
8 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! #REF! cum 3998.10 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
9 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work puto plinth level1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5.1.1 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! cum 5961.90 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF! #REF!
10 5.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.1:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size) 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5.2.1 1:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size) 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! cum 6834.90 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
11 5.3+ 5.33B.1 Providing R.C.C. (1:1:2) in beam suspended floor, roof , lintel etc. all complete job 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C #REF! #REF! #REF! #REF! cum 5374.30 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
12 5.22 Providing Reinforcement for R.C.C. work etc. all complete job as per direction of E/I 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
(b) 5.22.7A 8mm dia #REF! #REF! #REF! #REF! kg 70.60 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
(c.) 5.22.7B 10mm dia #REF! #REF! #REF! #REF! kg 69.20 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
(d) 5.22.7C 12mm dia #REF! #REF! #REF! kg 67.60 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
(e) 5.22.7D 16mm dia #REF! #REF! kg 68.50 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
(f) 5.22.7E 20 mm dia #REF! #REF! kg 68.50 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
13 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
22 6.1A Brick work with 100A bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : 0.00 0.00 0.00 0.00 0.00 0.00 0.00
(i) 6.1.14A Cement mortar 1:6 (1 cement: 6 coarse sand ) #REF! #REF! cum 4849.20 #REF! 0.00 0.00 0.00 #REF! 0.00 #REF! #REF!
14 6.14C+6.3C Brick work with fly ash brick in C.M. (1:6) in superstructure 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! m3 5645.60 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
15 6.1.12c Cement mortar 1 : 4 (1 cement: 4 coarse sand ) #REF! #REF! 5048.30 #REF! 0 0 0 #REF! 0 0.00 0.00 0.00 #REF! 0.00 #REF! #REF!
16 5.90 Centring and shuttering including strutting,propping etc. and removal of form for. 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
(a) 5.9.1 Centering and shuttering in foundation 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! #REF! sqm 203.00 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
(b) 5.9.3 Centering and shuttering in Roof slab 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! sqm 412.20 #REF! #REF! 0 0 #REF! 0 #REF! 0.00 0.00 #REF! 0.00 #REF! #REF!
(c.) 5.9.5 Centering and shuttering in Lintel beam , plinth beam etc. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! sqm 362.90 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
(d) 5.9.6 Centering and shuttering in column 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! sqm 470.60 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
(e) 5.9.16 Edges of slabs and breaks in floors and walis 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
(f) 5.9.19 Centering and shuttering inChajja 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! sqm 531.20 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
17 13.11.4 Providing 12mm C.P. (1:6) in cement mortar etc. all complete job 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! sqm 134.50 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
18 13.12.2 Providing and laying 15mm thick C.P. (1:4) with punning with water proofing materials all complete job 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
19 13.24.2 Providing 6mm thick C.P. (1:4) in ceiling etc. all complete job as per direction of E/I 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! sqm 119.10 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
20 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement #REF! #REF! #REF! sqm 195.10 #REF! 0 0 #REF! #REF! 0 0.00 #REF! 0.00 #REF! 0.00 #REF! #REF!
#REF! #REF! sqm 219.20 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
22 9.21 P & F ISI marked flush door shutters conforming to IS : 2202 (Part 1) non-decorative type core of block of board construction with frane of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
23 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9.48.1 Fixed to steel windows by welding 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
24 9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 m 366.10 mm with a wall thickness of 5 mm,made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm 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 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
25 9.120 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S.frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick,95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm s 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
30 mm thick plain PVC door shutters #REF! #REF! sqm 2280.60 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
26 10.3 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
27 10.12.1 Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
28 10.13 Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, Ventilators and comosite units. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Steel windows #REF! #REF! sqm 395.20 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
Steel ventilators #REF! #REF! sqm 403.60 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
29 10.15 Providing and fixing pressed steel door confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by . mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-incharge: 10.15 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
30 10.5 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings complete including applying a priming coat of approved steel primer Using flats 30x6 mm for diagonal braces and central cross piece 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
31 11.4 52 mm thick cement concrete flooring with metallic concrete hardener topping under layer 40 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick metallic concrete hardener consisting of mix 1:2 (1 cement hardener mix:2 stone aggregate 6 mm nominal size) by volume @ 2 liter per 50 kg of cement or as per manufacture specification. This includes cost of cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! sqm 456.50 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
32 11.13 Providing and fixing glass strips in joints of terrazo/cement concrete floors 40 mm wide and 4 mm thick 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! mtr 54.50 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
33 11.40 Providing and laying Ceramic glazed floor tiles 400x400 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours except white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc, complete. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
34 11.36 P/L Ceramic glazed wall tiles etc. all complete job as per direction of E/I 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! sqm 797.50 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
35 13.75 Distempering with dry distemper of approved brand and manufacture (two or #REF! #REF! M2 66.60 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
36 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. #REF! #REF! m2 102.10 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
37 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade : 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
13.46.1 New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) #REF! #REF! #REF! M2 127.20 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
13.81.1 With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and softwood) #REF! #REF! sqm 38.00 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
39 13.81.3 With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! sqm 32.40 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
40 13.81.3 + 13.82.1 Applying priming coat With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
41 4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
42 10.18 Providing and fixing circular cast iron box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one ;pcf at the corners. Clamps shall be made of 12mm dia M.S. bar bent to shape as per standard drawing. #REF! #REF! Nos 139.10 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
43 10.29 Providing and fixing bright finished brass peg stays to steel ventilators with necessary welding and machine screws etc. complete. #REF! #REF! Nos 181.90 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
44 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete: 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
45 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete: 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
46 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete: 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
47 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9.101.2 Twin rubber stopper #REF! #REF! Nos 60.60 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
48 10.16 Steel work in builtup tubular truss including cutting hoisting fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washer etc complete hot finished seamless tubes (weight as per design ) 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10.16.1 Hot finished welded type tubes 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
49 10.19 Providing and fixing M S round holding down bolts with nuts and washer plate complete 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
50 12.9.3 Providing and fixing 15cm wide 45 cm over all semi circular plain G S sheet gutter with iron brackets 40x3 mm size bolts nuts and washer etc including making necessary connection with rain water pipe complete 0.80mm thick with zinc coating not less than 275 gm/m3 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
51 12.13 Extra for providing and fixing wind ties of 40x6 mm flat iron section 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
52 12.1 Providing corrugated G.S. sheet roofing fixed with G.I.J. or hooks, bolts and nuts 8 mm diameter with bitumen and G. I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on over lapping of sheets complete (upto a pitch of 60°) excluding the cost or purlins, rafters and trusses. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
12.1.5 0.63 mm thick with zinc coating not less than 275 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
53 12.39 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished 12 mm cement plaster 1:3 (1 cement:3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! Nos 178.00 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
54 22.8.1 Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
22.8.1 With average thickness of 120 mm and minimum thickness at khurras point to be 65 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! sqm 809.00 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
Bricks #REF! #REF! #REF! #REF! TH 784.06 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
Coarse sand (110km from doriganj) #REF! #REF! #REF! #REF! cum 742.94 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
Stonechips (260 km from Manpur) #REF! #REF! #REF! #REF! cum 1761.02 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
Local sand #REF! #REF! #REF! #REF! cum 232.76 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
Extra cost of Materal 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Bricks #REF! #REF! #REF! #REF! nos 248.56 #REF! #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
56 17.1 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17.1.1 White Vitreous china Orissa pattern W.C pan of size 580x440mm with integral type foot rests. 2.00 2.00 Each 4251.10 8502 0 8502 0 0 0 0.00 0.00 8,502.00 0.00 0.00 8,502.00 0.00
57 17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls andfloors wherever required etc all complete jobs. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern 2.00 2.00 Each 3622.40 7245 0 7245 0 0 0 0.00 0.00 7,245.00 0.00 0.00 7,245.00 0.00
58 17.7 Providing and fixing wash basin with C.I brackets, 15mm C.P brass pillar taps, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
59 17.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. 2.00 2.00 Each 1420.20 2840 0 2840 0 0 0 0.00 0.00 2,840.00 0.00 0.00 2,840.00 0.00
60 17.31 Providing and fixing 600x450mm beveled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P brass screws and washers complete. 2.00 2.00 Each 978.90 1958 0 1958 0 0 0 0.00 0.00 1,958.00 0.00 0.00 1,958.00 0.00
61 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not lessthan 190 gms 2.00 2.00 Each 439.00 878 0 878 0 0.00 0.00 878.00 0.00 0.00 878.00 0.00
62 17.71 Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape withbracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 2.00 2.00 Each 158.60 317 0 317 0 0.00 0.00 317.00 0.00 0.00 317.00 0.00
63 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
64 18.75 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
18.75.3 25mm nominal bore, weighing not less than 62 gms 2.00 2.00 Each 113.40 227 0 227 0 0.00 0.00 227.00 0.00 0.00 227.00 0.00
65 18.74 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 4.00 4.00 Nos 94.90 380 0 380 0 0.00 0.00 380.00 0.00 0.00 380.00 0.00
66 18.48 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. 1000.00 1000.00 lit 8.80 8800 0 8800 0 0.00 0.00 8,800.00 0.00 0.00 8,800.00 0.00
67 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including, cutting and making good the walls etc. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Internal work-Exposed on wall 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
68 18.11 Providing and fixing G.I.Pipes complete with G.I fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
69 18.16 Providing and fixing brass stop cock of approved quality. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
70 18.17 Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end). 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
71 18.33 Constructing masonry Chamber 60x60x75cm inside, in brick work in cement mortar 1:4(1 cement: 4 coarse sand) for sluice valve, with C.I surface box 100mm top diameter, 160mm bottom diameter and 180mm 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) i/c necesary 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: 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
18.33.1 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 3.00 3.00 Each 6755.10 20265 0 20265 0 0 0 0.00 0.00 20,265.00 0.00 0.00 20,265.00 0.00
72 18.49 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
73 18.50 Providing and fixing C.P brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
74 18.52 Providing and fixing C.P. stop cock (concealed) of standard design and of approved quality conforming to IS : 8931 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
75 18.53 Providing and fixing C.P. brass,angle valve for basin mixer and geyser points of approved quality conforming to IS : 8931 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
76 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
77 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
78 12.80 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
79 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 19.00 19.00 Each 47.30 899 0 899 0 0 0 0.00 0.00 899.00 0.00 0.00 899.00 0.00
80 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
81 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarsesand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
82 19.16 Providing orange colour safety foot rest of minimum 6 mm thickplastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS : 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be isible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 0.00 0.00 0.00 0.00 0.00 0.00 0.00
83 19.32 Making soak pit 2.5m diameter 3.0 metre deep with 45x45cm dry brick honey comb shaft with bricks of class designation 75 and S.W drain pipe 100 mm diameter, 1.8m long complete as per standard design. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
84 19.33 Constructing soak pit 1.20 x 1.20 x 1.20m filled with brickbats including S.W drain pipe 100mm diameter and 1.20m long complete as per standard design. 1.00 1.00 Each 3675.30 3675 0 3675 0 0 0 0.00 0.00 3,675.00 0.00 0.00 3,675.00 0.00
85 19.60 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
86 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l, 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
87 24.1 Boring/drilling bore well of 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 etc all complete jobs. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
88 24.2 Boring/drilling bore well of 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, beyond 90 metre & upto 150 metre depth below ground level. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
89 24.3 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 -incharge. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
90 24.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-incharge. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
91 24.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
92 24.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
93 24.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I) 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
94 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 16.00 16.00 Cum 1388.90 22222 0 22222 0 0 0 0.00 0.00 22,222.00 0.00 0.00 22,222.00 0.00
95 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 12.00 12.00 hour 857.60 10291 0 10291 0 0 0 0.00 0.00 10,291.00 0.00 0.00 10,291.00 0.00
96 AR S/F/F 1 H.P. Cromption or any other apprioved make Motor and ISI make automatic starter mounted on a common wooden board etc. all complete job. 1.00 1.00 Each 19980.00 19980 0 19980 0 0 0 0.00 0.00 19,980.00 0.00 0.00 19,980.00 0.00
97 1.3.3 Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed PVC conduit, with modular type switch, modular plate, suitable size G.I. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc.as required 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
98 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc.as required. 7.00 7.00 Each 359.00 2513 0 0 0 0 2513 0.00 0.00 0.00 0.00 2,513.00 2,513.00 0.00
99 1.5 Wiring for light/ power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 No 4 sq.mm. FR PVC insulated copper conductor single core cable for loop earthing as required. 100.00 100.00 Metre 200.00 20000 0 0 0 0 20000 0.00 0.00 0.00 0.00 20,000.00 20,000.00 0.00
100 1.7 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface /recessed PVC conduit as required. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
101 1.22.7 Supplying and fixing PVC/G.I box of 200mm x 250mm x 60mm deep on surface or in recess with suitable size of phenolic laminated sheet cover in fornt including painting etc as required (Adopter box above each D.B). 2.00 2.00 Each 259.00 518 0 0 0 0 518 0.00 0.00 0.00 0.00 518.00 518.00 0.00
102 1.32 Supplying and fixing suitable GI Box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 and 15/16 amps modular socket outlet and 15/16 amps modular switch, connection, painting etc. as required. (for power plug ) 7.00 7.00 Each 413.00 2891 0 0 0 0 2891 0.00 0.00 0.00 0.00 2,891.00 2,891.00 0.00
103 1.31 Supplying and fixing suitable size G.I Box with modular plate and cover in front on surface in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch, connection, painting etc., as required. (for light plugs to be used in non residential buildings ) 7.00 7.00 Each 362.00 2534 0 0 0 0 2534 0.00 0.00 0.00 0.00 2,534.00 2,534.00 0.00
104 2.8 Supply & fixing way SP & N, sheet steel, MCB distribution board, 240 volts, on surface/ in recess, complete with tinned copper busbar, neutral link, earth bar, din bar, detachable gland plate, interconnections, phosphatised and powder painted including earthing etc.as required (But without MCB / RCCB / Isolator) 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
105 2.12 Supply & fixing following rating 240/415 volts c curve miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections testing and commissioning etc as required. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
106 2.15 Supply and fixing following rating double pole 240 volts isolator in the existing MCB DB complete with connections testing and commissioning etc as required. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
107 1.34 Supplying and fixing batten/angle holder incluiding connection etc as required. 11.00 11.00 Each 46.00 506 0 0 0 0 506 0.00 0.00 0.00 0.00 506.00 506.00 0.00
108 1.33 Supplying and fixing 2 pin,5 amp,celling rose on the existing junction box / PVC box incluiding connection etc as required. 24.00 24.00 Each 42.00 1008 0 0 0 0 1008 0.00 0.00 0.00 0.00 1,008.00 1,008.00 0.00
109 1.26 S/F modular blanking plate on the existing modular plate and switch box excluding modular plate as required. 5.00 5.00 Each 26.00 130 0 0 0 0 130 0.00 0.00 0.00 0.00 130.00 130.00 0.00
110 2.4 P/F following rating and capacity four pole MCCB in exsting panel board including driling holes in cubicle panel nmaking connections etc as required 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
111 2.5 P/F following capacity busbar chamber with 4 strips of suitable size made of copper heavy duty complete with all accessories including connections earthing the body etc as required 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
112 2.7 P/F following capacity 4 pole on load load/ panel mounted change over switches inside the existing cubicle panel board including drilling holes in cubicle panel making connection etc as required. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
113 8.10.2 Supply and fixing wall / floor mounted cubicle panel board fabricated with 16 gauge iron sheet suitable for panel mounted switch disconnector including busbar chamber insulator and painting etc as required (but without busbar copper strip) 4.00 4.00 sq,ft 1382.00 5528 0 0 0 0 5528 0.00 0.00 0.00 0.00 5,528.00 5,528.00 0.00
114 8.10.4 Supply and fixing digital voltmeter three phase in the existing cubicle panel board including drilling holes in the panel board making connection etc 1.00 1.00 Each 1337.00 1337 0 0 0 0 1337 0.00 0.00 0.00 0.00 1,337.00 1,337.00 0.00
115 8.10.6 Supply and fixing digital Ammeter three phase in the existing cubicle panel board including drilling holes in the panel board making connection etc 1.00 1.00 Each 1643.00 1643 0 0 0 0 1643 0.00 0.00 0.00 0.00 1,643.00 1,643.00 0.00
EARTHING/POWER SUPPLY CABLE 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
116 3.2 Earthing with GI earth pipe 4.5 metre long 40 mm dia including accessries and providing masonary enclosurebwith cover plate having locking arrangement and watering pipe etc with charcoal/cokeb and saltas required. 2.00 2.00 per set 5125.00 10250 0 0 0 0 10250 0.00 0.00 0.00 0.00 10,250.00 10,250.00 0.00
117 2.20 Providing and fixing MV danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 1.00 1.00 each 178.00 178 0 0 0 0 178 0.00 0.00 0.00 0.00 178.00 178.00 0.00
118 3.17 P/F 4 mm dia copper wire on surfaces or in recess for loop earthing 25.00 25.00 Metre 116.00 2900 0 0 0 0 2900 0.00 0.00 0.00 0.00 2,900.00 2,900.00 0.00
119 DERIVE 2018 BASIC SOR 2207 3.5 Core x 50 Sq.mm XLPE/PVC insulated sheathed (heavy Duty ) armoured electric cable with aluminium conductor 80.00 80.00 Metre 252.00 20160 0 0 0 0 20160 0.00 0.00 0.00 0.00 20,160.00 20,160.00 0.00
120 7.3 Laying of one number PVC sheathed /XLPE power cable of 1.1 kv grade of following size direct in ground including excavation and refiling the trench etc as required but excluding sand cushioning and protective covering 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
121 DERIVED SOR2018BASIC 1925 Supply and fixing 100 mm dia medium class GI pipe etc as required. 8.00 8.00 Metre 837.00 6696 0 0 0 0 6696 0.00 0.00 0.00 0.00 6,696.00 6,696.00 0.00
FIXTURE FITTING/EXISTING LIGHT 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
122 8.11.3 Supply and Installation of regular/standard module AC ceiling fan of 1400 mm sweep including wiring the down rod of standard length 9 upto 30 cm ) with 1.5 sq mm FR pvc insulated copper conductor etc as required. 7.00 7.00 Each 1758.00 12306 0 0 0 0 12306 0.00 0.00 0.00 0.00 12,306.00 12,306.00 0.00
123 8.11.4 Supply and Installation of 300 mm 230volt AC exhaust fan in the existing opening including making good the damage connection testing commissioning etc as required. 2.00 2.00 Each 1483.00 2966 0 0 0 0 2966 0.00 0.00 0.00 0.00 2,966.00 2,966.00 0.00
124 5.9.3 Supplying and fixing single wall mounted 20/22 watt LED type batten fitting complete with electronic driver and LED tube etc directly on wall/ ceiling including connections with 1.5 sq.mm FR PVC insulated copper conductor and earthing the body etc. as required. 6.00 6.00 Each 684.00 4104 0 0 0 0 4104 0.00 0.00 0.00 0.00 4,104.00 4,104.00 0.00
125 5.116 Supplying and fixing recess/surface mounted 23/24 (1ft X 1ft) watt LED downlighter complete with integrated electronic driver & LED directly on ceiling/false ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. 9.00 9.00 Each 2056.00 18504 0 0 0 0 18504 0.00 0.00 0.00 0.00 18,504.00 18,504.00 0.00
126 6.1 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
127 5.12.5 Supply and fixing /4045 watt LED type street light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc on pole/building including connection with FR PVC insulated copper conductor cable and earthing body etc as required. 8.00 8.00 Each 4056.00 32448 0 0 0 0 32448 0.00 0.00 0.00 0.00 32,448.00 32,448.00 0.00
Total #REF! #REF! 496670 #REF! #REF! 247508 #REF! #REF! #REF! 496670 #REF! 247508 #REF! #REF!
#REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF! #REF! #REF!
CARRIAGE OF BUILDING MATERIALS
SL NO KM CALCULATION ADD 1% SKK TOTAL
SAME FOR ALL PIU
DIFFRENCE OF COST
PORTLAND SLAG CEMENT (PSC)
3 MUZAFFARPUR 209.07
4 DARBHANGA 97.57
5 BHAGALPUR 223.01
7 SAHARSA 185.84
DESIGNATION 100A BRICK( RED/CLAY BRICK ONLY)
2.I PATNA URBAN 1463.49
2.II PATNA RURAL 248.56
3 MUZAFFARPUR 329.87
4 DARBHANGA 329.87
5 BHAGALPUR 329.87
6 MUNGER 329.87
7 SAHARSA 497.12
8 PURNEA 829.31
Bihar State Building Construction Corporation Limited
Project:-Construction of Boundary wall, Gate and Amenities Building for Type-II Football Stadium / 200 meter ATH Track (115x95m) Under Chief Minister Sports Development at Dakra in Block Ramgarh Chouak in District Lakhisarai
Bill of Quantity
Sl.No. SOR 2022 Particulars QTY Unit Rate Amount
1 2.8 Earth work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m; disposal earth to be levelled and neatly dressed.
2.8.1 All Kinds of soil 844.87 cum 360.70 304744.00
2 2.27 Extra for every additional lift of 1.5 m or part thereof in 0.00
2.27.1 Ali kinds of soil. 126.78 cum 49.40 6263.00
3 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 256.30 cum 287.30 73635.00
4 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 331.72 cum 123.90 41100.00
5 2.18 Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered): 0.00
2.18.1 Depth exceeding 1.5m. 11.81 sqm 109.10 1289.00
6 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I. 1,076.54 sqm 283.30 304983.00
7 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 0.00
4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 93.03 cum 3998.10 371924.00
8 5.33A Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 0.00
5.33A.1 All work upto plinth level 185.47 cum 4756.90 882239.00
9 5.33A.2 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete All works above plinth level upto floor V level 0.00
5.33A.2.1 Walls columns, pillars, posts cind struts 41.22 cum 5293.50 218177.00
10 5.33A.2 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete All works above plinth level upto floor V level 0.00
5.33A.2.2 Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. 73.78 cum 5677.20 418884.00
11 5.33B.1 Add or deduct for providing richer or leaner mixes respectively at all floor levels. 0.00
Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. 299.79 cum 164.50 49315.00
12 5.22 Providing Reinforcement for R.C.C. work etc. all complete job as per direction of E/I 0.00
13 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : 0.00
6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) 103.98 cum 4923.00 511876.00
14 6.1A Brick work with 100A bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : 0.00
(i) 6.1.14A Cement mortar 1:6 (1 cement: 6 coarse sand ) 9.56 cum 4819.90 46088.00
15 6.14C+6.3C Brick work with fly ash brick in C.M. (1:6) in superstructure 280.28 m3 5765.20 1615885.00
16 6.1.12c Cement mortar 1 : 4 (1 cement: 4 coarse sand ) 1.00 5116.30 5116.00
17 5.90 Centring and shuttering including strutting,propping etc. and removal of form for. 0.00
(a) 5.9.1 Centering and shuttering in foundation 457.07 sqm 211.60 96715.00
(b) 5.9.3 Centering and shuttering in Roof slab 123.95 sqm 437.50 54230.00
(c.) 5.9.5 Centering and shuttering in Lintel beam , plinth beam etc. 677.82 sqm 404.70 274314.00
(d) 5.9.6 Centering and shuttering in column 743.82 sqm 494.40 367745.00
(e) 5.9.16 Edges of slabs and breaks in floors and walis 0.00
(f) 5.9.19 Centering and shuttering inChajja 15.60 sqm 550.90 8592.00
18 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix: 1:6(1 cement: 6 coarse sand) 2,001.66 sqm 141.50 283235.00
19 13.18 Providing and laying 15mm thick C.P. (1:4) with punning with water proofing materials all complete job 52.93 M2 229.30 12138.00
20 13.24.2 Providing 6mm thick C.P. (1:4) in ceiling etc. all complete job as per direction of E/I 110.43 sqm 125.60 13869.00
21 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement 40.00 qm 203.60 8144.00
22 13.12 15 mm cement plaster on rough side of single or half brick wall of mix. 0.00
23 9.21 P & F ISI marked flush door shutters conforming to IS : 2202 (Part 1) non-decorative type core of block of board construction with frane of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 0.00
9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 30.37 sqm 1775.30 53917.00
24 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 0.00
9.48.1 Fixed to steel windows by welding 2,584.26 KG 144.50 373426.00
25 10.3 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. 5.76 sqm 6303.40 36308.00
26 10.12.1 Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required. 15.84 sqm 3038.90 48136.00
27 10.13 Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, Ventilators and comosite units. 0.00
10.13B Steel windows 9.90 sqm 396.70 3927.00
10.13C Steel ventilators 5.94 sqm 405.30 2407.00
28 10.15 Providing and fixing pressed steel door confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by . mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-incharge: 10.15 0.00
10.15.2 Profile B 0.00
10.15.2.1 Fixing with adjustable lugs with split end tail to each jamb 83.31 M 432.60 36040.00
29 10.4 Providing and fixing 1 mm thick M.S.sheet sliding - shutters with frame and diagonal braces of 40x40x6 mm angle iron,3 mm M.S. gusset plates at the junction and corners, 25 mm dia pulley, 40x40x6 mm angle and T-iron guide at the top bottem respectively including applying a priming coat of approved steel primer. 31.20 kg 4279.90 133533.00
30 11.26 Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand) 0.00
31 11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm 22.36 mtr 1334.90 29844.00
32 11.40 Providing and laying Ceramic glazed floor tiles 400x400 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours except white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc, complete. 19.38 sqm 1414.00 27410.00
33 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 92.40 sqm 795.00 73458.00
34 13.75 DDistempering with dry distemper of approved brand and manufacture(two or more coats ) and of required shade on new work , over and including priming coat of whiting to give an even shade. 720.59 M2 70.50 50801.00
35 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 720.59 m2 105.40 75950.00
36 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade : 0.00
13.46.1 New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 2,385.70 M2 137.00 326842.00
37 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: 0.00
13.82.1 New steel work (two or more coats) 558.06 sqm 83.50 46598.00
38 4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. 51.78 m 436.60 22607.00
39 10.18 Providing and fixing circular cast iron box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one ;pcf at the corners. Clamps shall be made of 12mm dia M.S. bar bent to shape as per standard drawing. 8.00 Nos 165.40 1323.00
40 10.29 Providing and fixing bright finished brass peg stays to steel ventilators with necessary welding and machine screws etc. complete. 18.00 Nos 182.70 3289.00
41 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete: 0.00
42 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete: 0.00
43 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete: 0.00
44 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 0.00
9.101.2 Twin rubber stopper 14.00 Nos 60.80 851.00
45 16.19 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10cm length and drilling holes upto 10 mm dia. etc. complete. 665.84 kg 94.80 63121.00
46 16.70 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge 0.00
16.70.1 Made of G.I. wire of dia 4 mm 95.28 sqm 687.20 65476.00
47 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soil (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) 34.28 RM 178.30 6112.00
48 12.39 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished 12 mm cement plaster 1:3 (1 cement:3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete 4.00 Nos 189.40 758.00
49 22.8.1 Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. 0.00
22.8.1 With average thickness of 120 mm and minimum thickness at khurras point to be 65 132.41 sqm 850.70 112644.00
50 11.77 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 198.76 sqm 721.10 143326.00
51 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required. 0.00
10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works 1,171.00 kg 114.60 134197.00
52 10.33.1 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer 0.00
10.33.1 MS tube (medium) 40mm nominal bore kg 121.90 144.00 RM 121.90 17554.00
53 Carriage of material 0.00
Coarse sand (13 km from Kiual) 334.46 cum 493.08 164915.00
Stonechips (189 km from Mirjachouaki) 341.92 cum 4126.10 1410796.00
Local sand 273.69 cum 316.15 86527.00
Earth (1 km kutcha + 2 km pucca) 10,896.00 cum 319.96 3486284.00
Manure (1 km kutcha + 2 km pucca) 37.00 cum 307.54 11379.00
54 Extra cost of Materal 0.00
55 17.1 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: 0.00
17.1.1 White Vitreous china Orissa pattern W.C pan of size 580x440mm with integral type foot rests. 1.00 Each 4470.90 4471.00
56 17.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 0.00
57 17.3.1 White Vitreous china Orissa pattern W.C pan of size 580x440mm with integral type foot rests. 4.00 Each 5504.30 22017.00
58 17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls andfloors wherever required etc all complete jobs. 0.00
17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern 2.00 Each 3723.20 7446.00
59 17.7 Providing and fixing wash basin with C.I brackets, 15mm C.P brass pillar taps, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 0.00
17.7.1 White Vitreous China Wash basin size 630x450 mm with a 5.00 Each 2764.40 13822.00
60 17.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. 5.00 Each 1500.00 7500.00
17.31 Providing and fixing 600x450mm beveled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P brass screws and washers complete. 5.00 Each 1068.50 5343.00
61 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 0.00
17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not lessthan 190 gms 5.00 Each 424.00 2120.00
62 17.71 Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape withbracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 5.00 Each 146.30 732.00
63 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 0.00
18.53.1 15 mm nominal bore 5.00 Each 500.40 2502.00
64 18.75 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 0.00
18.75.3 25mm nominal bore, weighing not less than 62 gms 2.00 Each 100.60 201.00
65 18.74 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 4.00 Nos 108.00 432.00
66 18.48 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. 1,000.00 lit 9.70 9700.00
Water Supply 0.00
67 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including, cutting and making good the walls etc. 0.00
Internal work-Exposed on wall 0.00
18.10.1 15 mm dia nominal bore 55.00 Metre 227.70 12524.00
68 18.10.3 25 mm dia nominal bore 80.00 Metre 399.90 31992.00
18.10.4 32 mm dia nominal bore 70.00 Metre 457.80 32046.00
69 18.11 Providing and fixing G.I.Pipes complete with G.I fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall 0.00
18.11.1 15mm dia nominal bore 20.00 Metre 318.90 6378.00
70 18.16 Providing and fixing brass stop cock of approved quality. 0.00
18.16.1 15 mm nominal bore 4.00 Each 303.80 1215.00
71 18.17 Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end). 0.00
18.17.1 25 mm nominal bore 2.00 Each 532.30 1065.00
72 18.33 Constructing masonry Chamber 60x60x75cm inside, in brick work in cement mortar 1:4(1 cement: 4 coarse sand) for sluice valve, with C.I surface box 100mm top diameter, 160mm bottom diameter and 180mm 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) i/c necesary 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: 0.00
18.33.1 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 3.00 Each 7210.60 21632.00
75 18.37 Constructing masonry Chamber 60x45x50 cm inside, in brick work in 0.00
18.37.1 18.37.1 With common burnt clay F.P.S.(non modular) bricks of class 2.00 Each 6849.90 13700.00
74 18.49 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 0.00
75 18.50 Providing and fixing C.P brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 0.00
18.50.1 15mm nominal bore 2.00 Each 715.10 1430.00
76 18.52 Providing and fixing C.P. stop cock (concealed) of standard design and of approved quality conforming to IS : 8931 0.00
18.52.1 15 mm nominal bore 4.00 Each 594.80 2379.00
77 18.53 Providing and fixing C.P. brass,angle valve for basin mixer and geyser points of approved quality conforming to IS : 8931 0.00
18.53.1 15 mm nominal bore 2.00 Each 500.40 1001.00
Roof Drainage 0.00
78 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0.00
79 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0.00
b 12.79.2.2 110 mm Single pushfit Coupler 6.00 Each 374.60 2248.00
c 12.79.3.2 110 mm Single tee with door 16.00 Each 193.40 3094.00
e 12.79.6.2 Shoe plain, 110mm shoe 8.00 Each 115.95 928.00
81 12.80 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete 0.00
82 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 27.00 Each 47.90 1293.00
83 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 0.00
19.1.1 100mm diameter 10.00 Metre 280.60 2806.00
19.1.2 150 mm diameter 15.00 Metre 464.30 6965.00
84 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarsesand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 0.00
19.2.1 100mm diameter 10.00 Metre 404.30 4043.00
19.2.2 150 mm diameter 15.00 Metre 494.40 7416.00
85 19.16 Providing orange colour safety foot rest of minimum 6 mm thickplastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS : 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be isible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 0.00 0.00
86 19.32 Making soak pit 2.5m diameter 3.0 metre deep with 45x45cm dry brick honey comb shaft with bricks of class designation 75 and S.W drain pipe 100 mm diameter, 1.8m long complete as per standard design. 0.00
19.32.1 With F.P.S. bricks 2.00 Each 33603.40 67207.00
87 19.33 Constructing soak pit 1.20 x 1.20 x 1.20m filled with brickbats including S.W drain pipe 100mm diameter and 1.20m long complete as per standard design. 1.00 Each 4117.30 4117.00
88 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 0.00
Surface Drain 0.00
89 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l, 0.00
90 24.1 Boring/drilling bore well of 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 etc all complete jobs. 0.00
91 24.2 Boring/drilling bore well of 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, beyond 90 metre & upto 150 metre depth below ground level. 0.00
92 24.3 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 -incharge. 0.00
24.3.2 150 mm nominal size dia 26.00 metre 660.10 17163.00
24.3.3 200 mm nominal size dia having minimum wall 30.00 metre 940.80 28224.00
24.3.1 100 mm nominal size dia having minimum wall 80.00 metre 546.10 43688.00
93 24.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-incharge. 0.00
24.4.1 100 mm nominal size dia 30.00 metre 573.10 17193.00
94 24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 10.00 CUM 1188.90 11889.00
95 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 6.00 CUM 1195.60 7174.00
96 24.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. 4.00 CUM 1195.60 4782.00
97 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-incharge. 4.00 cum 1343.20 5373.00
98 24.9 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. 2.00 Each 1213.20 2426.00
99 24.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 0.00
100 24.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 0.00
101 24.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I) 0.00
102 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 16.00 Cum 1343.20 21491.00
103 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 12.00 hour 916.80 11002.00
104 AR S/F/F 1 H.P. Cromption or any other apprioved make Motor and ISI make automatic starter mounted on a common wooden board etc. all complete job. 1.00 Each 19980.00 19980.00
105 23.1 Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge of/and manure before and after flooding trench with water (encluding cost of imported earth,sludge or manure). 84.00 sqm 44.70 3755.00
106 23.2 Supplying and stacking of good earth at site including royalty but excluding carriage (earth measusred in stacks will be reduced by 20% for payment). 10,909.44 cum 411.70 4491416.00
107 23.3 Supplying and stacking Sludge at site including royalty and carriage (Sludge measusred in stacks will be reduced by 8% for payment 11.59 cum 282.60 3276.00
108 23.4 Supplying and stacking a' site dump manure from approved source, excluding carriage (manure measured in stacks will be reduced by 8% for payment 0.00
23.4.1 Screened through sieve of l.S. designation 20 mm 11.59 cum 278.90 3233.00
109 23.5 Rough dressing the trenched ground including breaking clods 84.00 100sqm 85.90 72.00
110 23.6 Uprooting weeds form the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation 84.00 100sqm 283.30 238.00
111 23.7 Fine dressing the ground 84.00 100sqm 208.80 175.00
112 23.8 Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/and good earth to be paid separately 10,908.60 cum 30.10 328349.00
113 23.9 Mixing earth and sjudge or manure in porportion specified or directed. 10,908.60 cum 20.90 227990.00
114 23.12 Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm removing all weeds and other growth with roots by forking repeatedly, breaking clods, rought dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. 5,410.58 100 sqm 3418.20 184945.00
115 23.10 Grassing with 'Doob' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free form weeds and fit for moving including supplying good earth if needed. 0.00
23.10.3 In rows 5 cm apart in either direction. 5,410.58 100sqm 1027.40 55588.00
116 AR/720 BED Gondapur Nawada Plantation of trees 25.00 each 200.00 5000.00
117 AR/720 BED Gondapur Nawada Shrubs/Creeps 35.00 each 100.00 3500.00
118 NS Providing and Supply Pitch Roller (Hand Roller, 1.5 tone) 1.00 each 89087.00 89087.00
119 NS Providing and Supply Grass Cutter (Honda, Petrol Lawn mover) 1.00 each 120610.00 120610.00
120 1 Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed PVC conduit, with modular type switch, modular plate, suitable size G.I. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc.as required 0.00
121 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc.as required. 2.00 Each 358 716.00
122 1.5 Wiring for light/ power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 No 4 sq.mm. FR PVC insulated copper conductor single core cable for loop earthing as required. 350.00 Metre 309 108150.00
123 1.7 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface /recessed PVC conduit as required. 0.00
1.7.2 2x2.5 Sq.mm +1x2.5 Sq.mm earth wire 350.00 Metre 246 86100.00
1.7.4 2 x 6 sq.mm + 1 x 6 sq.mm. earth wire 80.00 Metre 422 33760.00
124 1.22.7 Supplying and fixing PVC/G.I box of 200mm x 250mm x 60mm deep on surface or in recess with suitable size of phenolic laminated sheet cover in fornt including painting etc as required. 2.00 Each 311 622.00
125 1.32 Supplying and fixing suitable GI Box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin, 15/16 amps modular socket outlet and 15/16 amps modular switch, connection, painting etc. as required. (for power plug ). 15.00 Each 531 7965.00
126 1.31 Supplying and fixing suitable size G.I Box with modular plate and cover in front on surface in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch, connection, painting etc., as required. (for light plugs to be used in non residential buildings ). 10.00 Each 414 4140.00
127 2.9 Supplying and fixing following way, horizontal type three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus - bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 0.00
2.9.1 4 way ( 4 + 12 ), Double door, horizontal type 2.00 Each 4184 8368.00
128 2.12 Supply & fixing following rating 240/415 volts c curve miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections testing and commissioning etc as required. 0.00
2.12.1 6/32 amp single pole 24.00 Each 237 5688.00
129 2.15 Supply and fixing following rating double pole 240 volts isolator in the existing MCB DB complete with connections testing and commissioning etc as required. 0.00
2.15.2 63 amps, Double pole 1.00 Each 529 529.00
130 2.4 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required. 0.00
131 2.5 Providing and fixing following capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body etc. as required. 0.00
132 2.12 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required 0.00
2.12.4 50/63 amps, Single pole and neutral 2.00 Each 1282 2564.00
133 2.7 Supplying and fixing following rating and pole, 240/415 volts, MCB type changeover in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00
134 8.11 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc.) 18.00 sqft 1809 32562.00
135 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. 1.00 Each 6536 6536.00
FIXTURE FITTING 0.00
136 8.15 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 210 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. 2.00 Each 2482 4964.00
137 8.17.1 Supply and Installation of 300 mm 230volt AC exhaust fan in the existing opening including making good the damage connection testing commissioning etc as required. 8.00 Each 2572 20576.00
138 6.1 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 0.00
6.1.5 12 watt LED lamp 4.00 Each 239 956.00
139 8.19 Supply and installation of 400 mm, 230 v A.C. wall/cabin fan including fixing the bracket, making connection, testing, commissioning etc as required. 7.00 Each 3670 25690.00
140 5.7.6 Supplying and fixing recess/surface mounted 23/24 (1ft X 1ft) watt LED downlighter complete with integrated electronic driver & LED directly on ceiling/false ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. 13.00 Each 2049 26637.00
141 5.2 Supplying and fixing single wall mounted 9/10 watt (2 ft long) LED type batten fitting complete with electronic driver and LED etc directly on wall/ ceiling including connections with 1.5 sq.mm FR PVC insulated copper conductor and earthing the body etc. as required. 4.00 Each 492 1968.00
142 5.10 Supplying and fixing Surface mounted 10/12 watt LED type Bulk-head fitting comprising of pressure die cast housing with acrylic diffuser (IP65) and complete with integrated electronic driver etc directly on wall/ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. 2.00 Each 1275 2550.00
STREET LIGHT 0.00
143 MR Supply and fixing of TLL 50WATT all in one street light along with MONo Crystalline 50 Wp solar panel and 308 wh Lithium battery aluminium housing , LED rating -50000Hr@LM70, Efficacy Lumen /watt> 130,CRI->70, charge controller. Type MPPT, SENSOR Type -PIR Dusk to down Operation,TLL-jupitor-AIO50 8.00 Each 75377 603016.00
144 8.22 6 mtr height octagonal hot dip galvanized street light poles with top dia (A/F) 70 mm and bottom dia (A/F) 155 mm and made of 3 mm thick sheet base plate diamention 260x260x16 mm including suitable size foundation bolts etc 0.00
146 8.2 Providing and making steel pole collar with cement concrete 1:3:6 (1 cement:3 coarse : 6 stone aggregate of 20mm )of specified size and shapeincluding form work plastering if required curing etc as required (volume of pole /pipe not to be deducted) 8.00 each 6399 51192.00
147 5.14.4 Suppli and fixing 90 watt LED type street light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc on pole/building including connection with FR PVC insulated copper conductor cable and earthing body etc as required. 4.00 Each 5516 22064.00
EARTHING/ MAINS CABLE 0.00
148 3.21 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for earth electrode to fill up the excavated earth and earth inspection pit etc. as required. 2.00 Set 16675 33350.00
149 3.19 Providing and fixing 4.00 mm dia.copper wire on surface or in recess for loop earthing as required. 20.00 meter 122 2440.00
150 7.7 Supplying and fixing of one number Armoured Copper cable of 1.1 KV grade of size on surface as required 0.00
151 7.1 Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including exacavation, sand cushioning protective and refilling the trench etc as required. 0.00
152 NS 15 LPH RO with 40 Liter cooler 1.00 Each 61237 61237.00
153 AR Buniyad Supply , Installation , Testing & Commissioning of MNRE Approved 3 KWp(Total 6 KWp) Solar Panel with inverter, Battery and all civil & Electrical items.(Without Netmeter) 1.00 Each 380000 380000.00
G Total 26264415.00
Bihar State Building Construction Corporation Ltd.
Outer Periphery Boundary Wall & Gate
Abstract of Cost
Sl. No./ Code. SOR-22 Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)
1.1/ 2.6 Earth work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m ; disposed earth to be levelled and neatly dressed.
2.6.1 All kinds of soil cum 613.00 314.90 193,034.00
1.2/ 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead cum 437.00 123.90 54,144.00
1.3/ 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 51.00 287.30 14,652.00
1.4/ 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 0.00
4.1.6 1:3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) cum 26.00 3,279.80 85,275.00
2.0 Reinforced Cement Concrete Works 0.00
2.1/ 5.9 Centring and shuttering including strutting,propping etc. and removal of form for. 0.00
2.1.1/ 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 244.00 211.60 51,630.00
2.1.2/ 5.9.21 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick sqm 567.00 518.90 294,216.00
2.1.3/ 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts sqm 762.00 494.40 376,733.00
2.2/ 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 0.00
Thermo-Mechanically Treated bars 0.00
2.3/ 5.33A Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 0.00
2.3.1/ 5.33A.1 All work upto plinth level cum 73.00 4,756.90 347,254.00
2.3.2/ 5.33A.2 All work from plinth level upto floor V level. 0.00
2.3.2.1/ 5.33A.2.1 Walls, columns, pillars, posts and struts cum 37.00 5,293.50 195,860.00
2.3.2.2/ 5.33A.2.2 Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. cum 80.00 5,677.20 454,176.00
5.33B.1 Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. CUM 190.00 164.50 31,255.00
3.0 Brick Work 0.00
4.1/ 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : 0.00
4.1.1/ 6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) - 250 mm th Brick work cum 240.00 4,923.00 1,181,520.00
3.2/ 6.3c Extra for Brick work in superstructure above plinth level upto floor V cum cum 240.00 842.20 202,128.00
4.0 Steel Work 0.00
4.1/ 10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as require 0.00
4.1.1/ 10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works. kg. 5223.00 114.60 598,556.00
5.0 Plaster & Finishing Works 0.00
5.1/ 13.11 12 mm cement plaster of mix 0.00
5.2/ 13.12 15 mm cement plaster on rough side of single or half brick wall of mix. 0.00
5.3/ 13.78 Applying one coat of cement primer of approved brand and manufacture on wall surface: 0.00
13.78.1 Cement primer sqm 2448.00 38.60 94,493.00
5.4/ 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 0.00
13.79.1 New work (three or more coats) sqm 2448.00 81.20 198,778.00
5.5/ 13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: 0.00
13.93.1 Two or more coats on new work sqm 253.00 84.50 21,379.00
5.6/ 13.116 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in- Charge. Metre 3591.00 47.10 169,136.00
6.0/ 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, Sqm 422.00 283.30 119,553.00
9.0 Carriage of Materials 0.00
(i) Bricks (lead - 1 km kutcha + 7 km pucca) per 1000 Nos. 133504 1,161.47 155,061.00
(ii) Coarse Sand (Lead- 100 km From DORIGANJ) cum 182.00 1,566.48 285,099.00
(iii) Stone Chips (Lead-260 km From MANPUR GAYA) cum 154.00 4,353.16 670,387.00
(iv) Local sand ( 1 km kutcha + 2 km pucca) cum 57.00 316.15 18,021.00
13.0 Difference in cost of materials 0.00 0.00 0.00
GOPALGANJ SARAN
Bihar State Building Construction Corporation Ltd.
Outer Periphery Boundary Wall & Gate - 2 Nos.
Estimate of Quantity
Sl. No ITEM No. L B H/D Qty. Unit
Total Length of Front/ side/Rear Boundary wall = 420.00 Rmtr
Footings @3.14 m apart F1= 420.00 + -15.00 118.76 nos
Footings on Exp joint@35m CF1= 420.00 .=. 12.00 nos
FOOTING FOR GATE 4 4.00 NOS
1.1 Earth work in excavation in foundation trenches
1.2 Filling available excavated earth 613.00 26.00 102.10 22.00 436.90 m3
1.3 Supplying and Filling in plinth local sand 613.24 x 0.150 51.10 m3
1.4 Providing and laying in position cement concrete (1:3:6) 613.24 x 0.075 25.55 m3
2.0 Reinforced Cement Concrete Works
2.1 Centring and shuttering including strutting 119.00 1.70 1.70 0.075 60.69 m2
2.1.2 Lintels, beams, plinth beams
Tie Beam at E.G.L 2 325.84 0.350 228.09 m2
seating band 1 378.08 0.725 274.11
2.1.3 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts
Column upto E.G.L 119 0.30 0.3 1.60 228.48 m2
2.2 Reinforcement Steel TMT Bars
Foundation 51.00 cum @ 80.00 kg/m3 4.080 MT
Columns 37.00 cum @ 180.00 kg/m3 6.660 MT
Tie Beam 32.37 cum @ 135.00 kg/m3 4.370 MT
Band 18.25 cum @ 80.00 kg/m3 1.460 MT
2.3 Providing and laying R.C.C M20
2.3.1 All work upto plinth level
At Expantion joint CF1 12 1.850 1.250 0.300 8.32 m3
At Expantion joint F2 4 1.550 1.700 0.220 2.32 m3 2.7435
All work upto plinth level 51.00 + 22.00 73.00 m3
2.3.2.1 Walls, columns, pillars,
Column/stiffner tatal in super structure 37.00 m3
2.3.2.2 Beams, plinth beams
seating portion 1 378.08 0.600 0.125 28.36
Band at T.O.P AND MIDDLE DUE TO BAND AT 1.5 M Require 2 364.94 0.250 0.10 18.25 m3
3.1 100 A Brick work in CM (1:6)
3.2 Extra for Brick work in super structure Qty. Same as above 240.00 m3
4.1 Steel work welded in built up section
M. S.Grill on front B/Wall 408.08 0.45 183.64 m2
Total quantity = 5223.00 kg
5.0 Plaster & Finishing Works
5.1 12 mm cement plaster of mix Internal
5.1 Front 1 408.08 3.00 1224.24 m2 Internal
5.2 15 mm cement plaster on rough side external
5.2 Front 1 408.08 3.00 1224.24 m2 external
5.3 Applying one coat of cement primer 1224.00 + 1224.00 2448.00 m2
5.4 Finishing walls with water proofing cement paint 1224.00 + 1224.00 2448.00 m2
5.5 Painting with synthetic enamel paint
5.6 Forming groove of uniform size 2.00 448.89 4.00 3591.10 m
6.0 100 A one brick flat soling in footings 613.24 ./ 1.80 340.69 m2
9.0 Carriage of Material
S.No. ITEM Qnty. Cement (t) Bricks (Nos.) Coarse sand (m3) Stone chip (m3) Local sand (m3)
1 Local sand filling 51.00 51.0
7 100 Brick Flat Soling 422.00 13504.00 6.33
T Nos. M3 M3 M3
BSBCCL BSBCCL BSBCCL
SARAN SARAN SARAN
Bill of Quantity
Sl.No. SOR 2022 Particulars Building B'Wall P.H.E S.Tank Elect. QTY Unit Rate Amount Building PHE Boundary septic Electric Building B'Wall P.H.E S.Tank Elect. QTY
2 2.8 Earth work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m; disposal earth to be levelled and neatly dressed. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! #REF! cum 360.70 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
3 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! #REF! cum 287.30 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
4 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! cum 123.90 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
6 2.18 Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered): 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.18.1 Depth exceeding 1.5m. #REF! #REF! sqm 109.10 #REF! 0 0 0 #REF! 0 0.00 0.00 0.00 #REF! 0.00 #REF! #REF!
7 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! #REF! sqm 283.30 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
8 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! #REF! cum 3998.10 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
9 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work puto plinth level1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5.1.1 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! cum 5961.90 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF! #REF!
10 5.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.1:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size) 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5.2.1 1:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size) 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! cum 6834.90 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
11 5.3+ 5.33B.1 Providing R.C.C. (1:1:2) in beam suspended floor, roof , lintel etc. all complete job 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C #REF! #REF! #REF! #REF! cum 5374.30 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
12 5.22 Providing Reinforcement for R.C.C. work etc. all complete job as per direction of E/I 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
(b) 5.22.7A 8mm dia #REF! #REF! #REF! #REF! kg 70.60 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
(c.) 5.22.7B 10mm dia #REF! #REF! #REF! #REF! kg 69.20 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
(d) 5.22.7C 12mm dia #REF! #REF! #REF! kg 67.60 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
(e) 5.22.7D 16mm dia #REF! #REF! kg 68.50 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
(f) 5.22.7E 20 mm dia #REF! #REF! kg 68.50 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
13 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
22 6.1A Brick work with 100A bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : 0.00 0.00 0.00 0.00 0.00 0.00 0.00
(i) 6.1.14A Cement mortar 1:6 (1 cement: 6 coarse sand ) #REF! #REF! cum 4849.20 #REF! 0.00 0.00 0.00 #REF! 0.00 #REF! #REF!
14 6.14C+6.3C Brick work with fly ash brick in C.M. (1:6) in superstructure 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! m3 5645.60 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
15 6.1.12c Cement mortar 1 : 4 (1 cement: 4 coarse sand ) #REF! #REF! 5048.30 #REF! 0 0 0 #REF! 0 0.00 0.00 0.00 #REF! 0.00 #REF! #REF!
16 5.90 Centring and shuttering including strutting,propping etc. and removal of form for. 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
(a) 5.9.1 Centering and shuttering in foundation 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! #REF! sqm 203.00 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
(b) 5.9.3 Centering and shuttering in Roof slab 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! sqm 412.20 #REF! #REF! 0 0 #REF! 0 #REF! 0.00 0.00 #REF! 0.00 #REF! #REF!
(c.) 5.9.5 Centering and shuttering in Lintel beam , plinth beam etc. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! sqm 362.90 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
(d) 5.9.6 Centering and shuttering in column 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! sqm 470.60 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
(e) 5.9.16 Edges of slabs and breaks in floors and walis 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
(f) 5.9.19 Centering and shuttering inChajja 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! sqm 531.20 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
17 13.11.4 Providing 12mm C.P. (1:6) in cement mortar etc. all complete job 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! sqm 134.50 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
18 13.12.2 Providing and laying 15mm thick C.P. (1:4) with punning with water proofing materials all complete job 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
19 13.24.2 Providing 6mm thick C.P. (1:4) in ceiling etc. all complete job as per direction of E/I 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! sqm 119.10 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
20 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement #REF! #REF! #REF! sqm 195.10 #REF! 0 0 #REF! #REF! 0 0.00 #REF! 0.00 #REF! 0.00 #REF! #REF!
#REF! #REF! sqm 219.20 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
22 9.21 P & F ISI marked flush door shutters conforming to IS : 2202 (Part 1) non-decorative type core of block of board construction with frane of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
23 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9.48.1 Fixed to steel windows by welding 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
24 9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 m 366.10 mm with a wall thickness of 5 mm,made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm 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 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
25 9.120 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S.frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick,95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm s 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
30 mm thick plain PVC door shutters #REF! #REF! sqm 2280.60 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
26 10.3 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
27 10.12.1 Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
28 10.13 Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, Ventilators and comosite units. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Steel windows #REF! #REF! sqm 395.20 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
Steel ventilators #REF! #REF! sqm 403.60 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
29 10.15 Providing and fixing pressed steel door confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by . mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-incharge: 10.15 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
30 10.5 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings complete including applying a priming coat of approved steel primer Using flats 30x6 mm for diagonal braces and central cross piece 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
31 11.4 52 mm thick cement concrete flooring with metallic concrete hardener topping under layer 40 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick metallic concrete hardener consisting of mix 1:2 (1 cement hardener mix:2 stone aggregate 6 mm nominal size) by volume @ 2 liter per 50 kg of cement or as per manufacture specification. This includes cost of cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! sqm 456.50 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
32 11.13 Providing and fixing glass strips in joints of terrazo/cement concrete floors 40 mm wide and 4 mm thick 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! mtr 54.50 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
33 11.40 Providing and laying Ceramic glazed floor tiles 400x400 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours except white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc, complete. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
34 11.36 P/L Ceramic glazed wall tiles etc. all complete job as per direction of E/I 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! sqm 797.50 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
35 13.75 Distempering with dry distemper of approved brand and manufacture (two or #REF! #REF! M2 66.60 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
36 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. #REF! #REF! m2 102.10 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
37 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade : 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
13.46.1 New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) #REF! #REF! #REF! M2 127.20 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
13.81.1 With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and softwood) #REF! #REF! sqm 38.00 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
39 13.81.3 With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! sqm 32.40 #REF! #REF! 0 #REF! 0 0 #REF! #REF! 0.00 0.00 0.00 #REF! #REF!
40 13.81.3 + 13.82.1 Applying priming coat With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
41 4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
42 10.18 Providing and fixing circular cast iron box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one ;pcf at the corners. Clamps shall be made of 12mm dia M.S. bar bent to shape as per standard drawing. #REF! #REF! Nos 139.10 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
43 10.29 Providing and fixing bright finished brass peg stays to steel ventilators with necessary welding and machine screws etc. complete. #REF! #REF! Nos 181.90 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
44 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete: 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
45 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete: 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
46 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete: 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
47 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9.101.2 Twin rubber stopper #REF! #REF! Nos 60.60 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
48 10.16 Steel work in builtup tubular truss including cutting hoisting fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washer etc complete hot finished seamless tubes (weight as per design ) 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10.16.1 Hot finished welded type tubes 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
49 10.19 Providing and fixing M S round holding down bolts with nuts and washer plate complete 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
50 12.9.3 Providing and fixing 15cm wide 45 cm over all semi circular plain G S sheet gutter with iron brackets 40x3 mm size bolts nuts and washer etc including making necessary connection with rain water pipe complete 0.80mm thick with zinc coating not less than 275 gm/m3 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
51 12.13 Extra for providing and fixing wind ties of 40x6 mm flat iron section 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
52 12.1 Providing corrugated G.S. sheet roofing fixed with G.I.J. or hooks, bolts and nuts 8 mm diameter with bitumen and G. I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on over lapping of sheets complete (upto a pitch of 60°) excluding the cost or purlins, rafters and trusses. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
12.1.5 0.63 mm thick with zinc coating not less than 275 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
53 12.39 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished 12 mm cement plaster 1:3 (1 cement:3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! Nos 178.00 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
54 22.8.1 Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
22.8.1 With average thickness of 120 mm and minimum thickness at khurras point to be 65 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! sqm 809.00 #REF! #REF! 0 0 0 0 #REF! 0.00 0.00 0.00 0.00 #REF! #REF!
Bricks #REF! #REF! #REF! #REF! TH 784.06 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
Coarse sand (110km from doriganj) #REF! #REF! #REF! #REF! cum 742.94 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
Stonechips (260 km from Manpur) #REF! #REF! #REF! #REF! cum 1761.02 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
Local sand #REF! #REF! #REF! #REF! cum 232.76 #REF! #REF! 0 #REF! #REF! 0 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
Extra cost of Materal 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Bricks #REF! #REF! #REF! #REF! nos 248.56 #REF! #REF! #REF! 0.00 #REF! 0.00 #REF! #REF!
56 17.1 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17.1.1 White Vitreous china Orissa pattern W.C pan of size 580x440mm with integral type foot rests. 2.00 2.00 Each 4251.10 8502 0 8502 0 0 0 0.00 0.00 8,502.00 0.00 0.00 8,502.00 0.00
57 17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls andfloors wherever required etc all complete jobs. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern 2.00 2.00 Each 3622.40 7245 0 7245 0 0 0 0.00 0.00 7,245.00 0.00 0.00 7,245.00 0.00
58 17.7 Providing and fixing wash basin with C.I brackets, 15mm C.P brass pillar taps, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
59 17.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. 2.00 2.00 Each 1420.20 2840 0 2840 0 0 0 0.00 0.00 2,840.00 0.00 0.00 2,840.00 0.00
60 17.31 Providing and fixing 600x450mm beveled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P brass screws and washers complete. 2.00 2.00 Each 978.90 1958 0 1958 0 0 0 0.00 0.00 1,958.00 0.00 0.00 1,958.00 0.00
61 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not lessthan 190 gms 2.00 2.00 Each 439.00 878 0 878 0 0.00 0.00 878.00 0.00 0.00 878.00 0.00
62 17.71 Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape withbracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 2.00 2.00 Each 158.60 317 0 317 0 0.00 0.00 317.00 0.00 0.00 317.00 0.00
63 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
64 18.75 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
18.75.3 25mm nominal bore, weighing not less than 62 gms 2.00 2.00 Each 113.40 227 0 227 0 0.00 0.00 227.00 0.00 0.00 227.00 0.00
65 18.74 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 4.00 4.00 Nos 94.90 380 0 380 0 0.00 0.00 380.00 0.00 0.00 380.00 0.00
66 18.48 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. 1000.00 1000.00 lit 8.80 8800 0 8800 0 0.00 0.00 8,800.00 0.00 0.00 8,800.00 0.00
67 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including, cutting and making good the walls etc. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Internal work-Exposed on wall 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
68 18.11 Providing and fixing G.I.Pipes complete with G.I fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
69 18.16 Providing and fixing brass stop cock of approved quality. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
70 18.17 Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end). 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
71 18.33 Constructing masonry Chamber 60x60x75cm inside, in brick work in cement mortar 1:4(1 cement: 4 coarse sand) for sluice valve, with C.I surface box 100mm top diameter, 160mm bottom diameter and 180mm 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) i/c necesary 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: 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
18.33.1 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 3.00 3.00 Each 6755.10 20265 0 20265 0 0 0 0.00 0.00 20,265.00 0.00 0.00 20,265.00 0.00
72 18.49 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
73 18.50 Providing and fixing C.P brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
74 18.52 Providing and fixing C.P. stop cock (concealed) of standard design and of approved quality conforming to IS : 8931 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
75 18.53 Providing and fixing C.P. brass,angle valve for basin mixer and geyser points of approved quality conforming to IS : 8931 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
76 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
77 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
78 12.80 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
79 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 19.00 19.00 Each 47.30 899 0 899 0 0 0 0.00 0.00 899.00 0.00 0.00 899.00 0.00
80 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
81 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarsesand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
82 19.16 Providing orange colour safety foot rest of minimum 6 mm thickplastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS : 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be isible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 0.00 0.00 0.00 0.00 0.00 0.00 0.00
83 19.32 Making soak pit 2.5m diameter 3.0 metre deep with 45x45cm dry brick honey comb shaft with bricks of class designation 75 and S.W drain pipe 100 mm diameter, 1.8m long complete as per standard design. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
84 19.33 Constructing soak pit 1.20 x 1.20 x 1.20m filled with brickbats including S.W drain pipe 100mm diameter and 1.20m long complete as per standard design. 1.00 1.00 Each 3675.30 3675 0 3675 0 0 0 0.00 0.00 3,675.00 0.00 0.00 3,675.00 0.00
85 19.60 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
86 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l, 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
87 24.1 Boring/drilling bore well of 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 etc all complete jobs. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
88 24.2 Boring/drilling bore well of 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, beyond 90 metre & upto 150 metre depth below ground level. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
89 24.3 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 -incharge. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
90 24.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-incharge. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
91 24.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
92 24.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
93 24.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I) 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
94 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 16.00 16.00 Cum 1388.90 22222 0 22222 0 0 0 0.00 0.00 22,222.00 0.00 0.00 22,222.00 0.00
95 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 12.00 12.00 hour 857.60 10291 0 10291 0 0 0 0.00 0.00 10,291.00 0.00 0.00 10,291.00 0.00
96 AR S/F/F 1 H.P. Cromption or any other apprioved make Motor and ISI make automatic starter mounted on a common wooden board etc. all complete job. 1.00 1.00 Each 19980.00 19980 0 19980 0 0 0 0.00 0.00 19,980.00 0.00 0.00 19,980.00 0.00
97 1.3.3 Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed PVC conduit, with modular type switch, modular plate, suitable size G.I. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc.as required 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
98 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc.as required. 7.00 7.00 Each 359.00 2513 0 0 0 0 2513 0.00 0.00 0.00 0.00 2,513.00 2,513.00 0.00
99 1.5 Wiring for light/ power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 No 4 sq.mm. FR PVC insulated copper conductor single core cable for loop earthing as required. 100.00 100.00 Metre 200.00 20000 0 0 0 0 20000 0.00 0.00 0.00 0.00 20,000.00 20,000.00 0.00
100 1.7 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface /recessed PVC conduit as required. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
101 1.22.7 Supplying and fixing PVC/G.I box of 200mm x 250mm x 60mm deep on surface or in recess with suitable size of phenolic laminated sheet cover in fornt including painting etc as required (Adopter box above each D.B). 2.00 2.00 Each 259.00 518 0 0 0 0 518 0.00 0.00 0.00 0.00 518.00 518.00 0.00
102 1.32 Supplying and fixing suitable GI Box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 and 15/16 amps modular socket outlet and 15/16 amps modular switch, connection, painting etc. as required. (for power plug ) 7.00 7.00 Each 413.00 2891 0 0 0 0 2891 0.00 0.00 0.00 0.00 2,891.00 2,891.00 0.00
103 1.31 Supplying and fixing suitable size G.I Box with modular plate and cover in front on surface in recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch, connection, painting etc., as required. (for light plugs to be used in non residential buildings ) 7.00 7.00 Each 362.00 2534 0 0 0 0 2534 0.00 0.00 0.00 0.00 2,534.00 2,534.00 0.00
104 2.8 Supply & fixing way SP & N, sheet steel, MCB distribution board, 240 volts, on surface/ in recess, complete with tinned copper busbar, neutral link, earth bar, din bar, detachable gland plate, interconnections, phosphatised and powder painted including earthing etc.as required (But without MCB / RCCB / Isolator) 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
105 2.12 Supply & fixing following rating 240/415 volts c curve miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections testing and commissioning etc as required. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
106 2.15 Supply and fixing following rating double pole 240 volts isolator in the existing MCB DB complete with connections testing and commissioning etc as required. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
107 1.34 Supplying and fixing batten/angle holder incluiding connection etc as required. 11.00 11.00 Each 46.00 506 0 0 0 0 506 0.00 0.00 0.00 0.00 506.00 506.00 0.00
108 1.33 Supplying and fixing 2 pin,5 amp,celling rose on the existing junction box / PVC box incluiding connection etc as required. 24.00 24.00 Each 42.00 1008 0 0 0 0 1008 0.00 0.00 0.00 0.00 1,008.00 1,008.00 0.00
109 1.26 S/F modular blanking plate on the existing modular plate and switch box excluding modular plate as required. 5.00 5.00 Each 26.00 130 0 0 0 0 130 0.00 0.00 0.00 0.00 130.00 130.00 0.00
110 2.4 P/F following rating and capacity four pole MCCB in exsting panel board including driling holes in cubicle panel nmaking connections etc as required 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
111 2.5 P/F following capacity busbar chamber with 4 strips of suitable size made of copper heavy duty complete with all accessories including connections earthing the body etc as required 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
112 2.7 P/F following capacity 4 pole on load load/ panel mounted change over switches inside the existing cubicle panel board including drilling holes in cubicle panel making connection etc as required. 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
113 8.10.2 Supply and fixing wall / floor mounted cubicle panel board fabricated with 16 gauge iron sheet suitable for panel mounted switch disconnector including busbar chamber insulator and painting etc as required (but without busbar copper strip) 4.00 4.00 sq,ft 1382.00 5528 0 0 0 0 5528 0.00 0.00 0.00 0.00 5,528.00 5,528.00 0.00
114 8.10.4 Supply and fixing digital voltmeter three phase in the existing cubicle panel board including drilling holes in the panel board making connection etc 1.00 1.00 Each 1337.00 1337 0 0 0 0 1337 0.00 0.00 0.00 0.00 1,337.00 1,337.00 0.00
115 8.10.6 Supply and fixing digital Ammeter three phase in the existing cubicle panel board including drilling holes in the panel board making connection etc 1.00 1.00 Each 1643.00 1643 0 0 0 0 1643 0.00 0.00 0.00 0.00 1,643.00 1,643.00 0.00
EARTHING/POWER SUPPLY CABLE 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
116 3.2 Earthing with GI earth pipe 4.5 metre long 40 mm dia including accessries and providing masonary enclosurebwith cover plate having locking arrangement and watering pipe etc with charcoal/cokeb and saltas required. 2.00 2.00 per set 5125.00 10250 0 0 0 0 10250 0.00 0.00 0.00 0.00 10,250.00 10,250.00 0.00
117 2.20 Providing and fixing MV danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 1.00 1.00 each 178.00 178 0 0 0 0 178 0.00 0.00 0.00 0.00 178.00 178.00 0.00
118 3.17 P/F 4 mm dia copper wire on surfaces or in recess for loop earthing 25.00 25.00 Metre 116.00 2900 0 0 0 0 2900 0.00 0.00 0.00 0.00 2,900.00 2,900.00 0.00
119 DERIVE 2018 BASIC SOR 2207 3.5 Core x 50 Sq.mm XLPE/PVC insulated sheathed (heavy Duty ) armoured electric cable with aluminium conductor 80.00 80.00 Metre 252.00 20160 0 0 0 0 20160 0.00 0.00 0.00 0.00 20,160.00 20,160.00 0.00
120 7.3 Laying of one number PVC sheathed /XLPE power cable of 1.1 kv grade of following size direct in ground including excavation and refiling the trench etc as required but excluding sand cushioning and protective covering 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
121 DERIVED SOR2018BASIC 1925 Supply and fixing 100 mm dia medium class GI pipe etc as required. 8.00 8.00 Metre 837.00 6696 0 0 0 0 6696 0.00 0.00 0.00 0.00 6,696.00 6,696.00 0.00
FIXTURE FITTING/EXISTING LIGHT 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
122 8.11.3 Supply and Installation of regular/standard module AC ceiling fan of 1400 mm sweep including wiring the down rod of standard length 9 upto 30 cm ) with 1.5 sq mm FR pvc insulated copper conductor etc as required. 7.00 7.00 Each 1758.00 12306 0 0 0 0 12306 0.00 0.00 0.00 0.00 12,306.00 12,306.00 0.00
123 8.11.4 Supply and Installation of 300 mm 230volt AC exhaust fan in the existing opening including making good the damage connection testing commissioning etc as required. 2.00 2.00 Each 1483.00 2966 0 0 0 0 2966 0.00 0.00 0.00 0.00 2,966.00 2,966.00 0.00
124 5.9.3 Supplying and fixing single wall mounted 20/22 watt LED type batten fitting complete with electronic driver and LED tube etc directly on wall/ ceiling including connections with 1.5 sq.mm FR PVC insulated copper conductor and earthing the body etc. as required. 6.00 6.00 Each 684.00 4104 0 0 0 0 4104 0.00 0.00 0.00 0.00 4,104.00 4,104.00 0.00
125 5.116 Supplying and fixing recess/surface mounted 23/24 (1ft X 1ft) watt LED downlighter complete with integrated electronic driver & LED directly on ceiling/false ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. 9.00 9.00 Each 2056.00 18504 0 0 0 0 18504 0.00 0.00 0.00 0.00 18,504.00 18,504.00 0.00
126 6.1 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
127 5.12.5 Supply and fixing /4045 watt LED type street light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc on pole/building including connection with FR PVC insulated copper conductor cable and earthing body etc as required. 8.00 8.00 Each 4056.00 32448 0 0 0 0 32448 0.00 0.00 0.00 0.00 32,448.00 32,448.00 0.00
Total #REF! #REF! 496670 #REF! #REF! 247508 #REF! #REF! #REF! 496670 #REF! 247508 #REF! #REF!
#REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF! #REF! #REF!
CARRIAGE OF BUILDING MATERIALS
SL NO KM CALCULATION ADD 1% SKK TOTAL
SAME FOR ALL PIU
DIFFRENCE OF COST
PORTLAND SLAG CEMENT (PSC)
3 MUZAFFARPUR 209.07
4 DARBHANGA 97.57
5 BHAGALPUR 223.01
7 SAHARSA 185.84
DESIGNATION 100A BRICK( RED/CLAY BRICK ONLY)
2.I PATNA URBAN 1463.49
2.II PATNA RURAL 248.56
3 MUZAFFARPUR 329.87
4 DARBHANGA 329.87
5 BHAGALPUR 329.87
6 MUNGER 329.87
7 SAHARSA 497.12
8 PURNEA 829.31
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