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Tender Value
₹1.9 Cr
EMD Value
₹3.7 L
Closing Date
18 Aug 2026, 3:00 pm
EXECUTIVE ENGINEER BUILDING DIVISION MOTIHARI
E E
E E BUILDING DIVISION MOTIHARI
Superintending Engineer, BUILDING CIRCLE MOTIHARI
SE
CONSTRUCTION OF SUB REGISTRY OFFICE AT ARERAJ IN THE DISTRICT OF EAST CHAMPARAN FOR THE YEAR-2025-26.
136926
29/BCD/MOTIHARI/2025-26 GR 1
Open Tender
CIVIL
Purbi Champaran
• Annual Financial Turnover for Last Three Financial years:-.
2022-2023
2023-2024
2024-2025
• Maximum Contract amount for one work of similar nature completed during years:-
2020-2021
2021-2022
2022-2023.
2023-2024
2024-2025
• Enter Number of Engineers employed to prove Bidder's Engineering Establishment Available for This Project . Type of Technical Staff
1. Civil Engg Degree holder
2. Civil Engg /Diploma holder
3. Other Technical Staff / Supervisory Staff
• Name of Plants and Equipment owned by bidder in Working Condition Which will be available at This Work Site.
Type of Machine
1 Mixer Machine With Weighing Facility
2 Steel shuttering Minimum 2000 Sft
3 Water Tanker
4 Vibrator (Needle and Surface)
• Bank credit and/or Self Declaration submitted / uploaded Particulars
1.Certificate of Bank for credit facility 10 %
2 Self declaration for investing 25 %
• Necessary undertakings submitted / uploaded UNDERTAKINGS
1. Not abandoned any project
2. Never been in Litigation
3. No relative or any person Working in Department
4. Not Debarred / Blacklisted from any Govt. , PSU Dept.
• Bidding Capacity in Rupees Amount of Existing commitments and ongoing works in Rupees
A= Maximum ATO in Rupees
BID CAPACITY
• Number of projects completed in stipulated time during Last five Years Name of Project completed in stipulated time
• BCD REGISTRATION, PAN, GST, CHARACTER CERTIFICATE,
Affidavit
CIVIL
PERCENTAGE
L1
1
11 documents required · 11 mandatory
₹10,000
Processing Fee: 5900
₹3.7 L
29-07-2026 03:00 pm AT OFFICE OF SE BCD MOTIHARI
23 Jul 2026
23 Jul 2026
19 Aug 2026
23 Jul 2026
18 Aug 2026
23 Jul 2026
29 Jul 2026
BILL OF QUANTITY FOR
CONSTRUCTION OF SUB REGISTRY OFFICE AT ARERAJ IN THE DISTRICT OF EAST CHAMPARAN FOR THE YEAR-2025-26.
BOQ AMOUNT Rs- 18,521,962.00
Earnes Money Rs- 370,500.00
Cost of BOQ Rs- 10,000.00
NIT No & Gr. No- 29/2025-26 (Gr. No-01)
Time of Completion 06 Months
Sl. No. SOR-Ref. 2022 Item of Works Main Bld Water Supp & Sanitary Septic Tank & Soak pit RWH Tubwell & Boring A/Road B/Wall W/Supp. Sewrage & Drainage Ext Phe (Including Tand) Horticulture Total Qty Unit Rate Amount
EARTH WORK Main BLD Plumbing & Sanitary SEPTIC TANK RWH Tube Well Boring App Road B/Wall W/Supp Sewrage Exter PHE Harticulers
1 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All Kinds of soil 323.98 23.81 119.40 4.55 471.74 m3 360.70 170157 1 116860 0 8588 0 0 0 43068 0 0 1641
2 2.25( A ) Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. 58.16 58.16 m3 411.70 23944 1 0 0 0 0 0 23944 0 0 0 0
3 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 203.61 71.60 275.21 m3 123.90 34099 1 25228 0 0 0 0 0 8871 0 0 0
4 2.27.1 Extra for every additional lift of 1.5 m or part thereof in : Ali kinds of soil 81.00 81.00 m3 49.40 4001 1 4001 0 0 0 0 0 0 0 0 0
5 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 284.24 0.80 19.39 10.12 314.55 m3 287.30 90370 1 81662 0 230 0 0 5571 2907 0 0 0
6 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 specifications and direction of E/I 523.92 10.41 132.60 666.93 m2 283.30 188941 1 148427 0 2949 0 0 0 37566 0 0 0
7 11.73 Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 127.14 127.14 m2 444.80 56551 1 0 0 0 0 0 56551 0 0 0 0
CEMENT CONRETE WORK & REINFORCED CEMENT CONCRETE WORK 0 0 0 0 0 0 0 0 0 0
8 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 0 0 0 0 0 0 0 0 0
(i) 4.1.2 1:1.5:3 (1 Cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 25.98 25.98 m3 4420.80 114852 1 0 0 0 0 0 114852 0 0 0 0
(ii) 4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 35.46 1.34 6.80 43.60 m3 3998.10 174317 1 141773 0 5357 0 0 27187 0 0 0
(iii) 4.1.5 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1.30 1.30 m3 3434.00 4464 0 0 0 0 0 0 0 0 4464
9 5.1.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level. 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) 107.65 107.65 m3 5961.90 641799 1 641799 0 0 0 0 0 0 0 0 0
5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement- All work puto plinth level 0.05 21.76 21.81 m3 4688.30 102252 1 0 0 234 0 0 0 102017 0 0 0
10 5.2.1 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). 25.88 25.88 m3 6943.50 179698 1 179698 0 0 0 0 0 0 0 0 0
11 5.2.2 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. 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 20mm nominal size). 39.64 39.64 m3 5670.00 224759 1 0 0 0 0 0 0 224759 0 0 0
12 5.33A.1 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 1.34 1.34 m3 4756.90 6374 1 0 0 6374 0 0 0 0 0 0 0
13 5.33.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 0 0 0 0 0 0 0 0 0
(i) 5.33.2 Concrete of M-25 grade with minimum cement content of 330 kg/cum 89.17 89.17 m3 5863.20 522822 1 522822 0 0 0 0 0 0 0 0 0
14 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 0 0 0 0 0 0 0 0 0 0
15 5.9 Centering and Shuttering 0 0 0 0 0 0 0 0 0 0
(i) 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for. Foundation & base of column footng 218.50 60.80 279.30 m2 211.60 59100 1 46235 0 0 0 0 0 12865 0 0 0
(ii) 5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for. Suspended floors, roofs, landings, balconies and access platform. 318.40 10.41 328.81 m2 437.50 143854 1 139300 0 4554 0 0 0 0 0 0 0
(iv) 5.9.5 Centring and shuttering including strutting, propping etc. and removal of form for. Lintels, beams, plinth beams, griders, bressumers and contilevers. 567.62 1.55 166.56 735.73 m2 404.70 297750 1 229716 0 627 0 0 0 67407 0 0 0
(iii) 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for.Columns,Pillars, Piers, Abutments, Posts and Struts 284.28 211.08 495.36 m2 494.40 244906 2 140548 0 0 0 0 0 104358 0 0 0
(iv) 5.9.7 Centring and shuttering including strutting, propping etc. and removal of form for.Stairs,(excluding landings) except spiral-staircaces. 15.20 15.20 m2 439.90 6686 1 6686 0 0 0 0 0 0 0 0 0
(vi) 5.9.16 Centring and shuttering including strutting, propping etc. and removal of form for.Edges of slabs and breaks in floors and walls- 285.50 285.50 m2 130.20 37172 1 37172 0 0 0 0 0 0 0 0 0
(vii) 5.9.19 Centring and shuttering including strutting, propping etc. and removal of form for.Weather shade,Chajjas, corbels etc. including edges 17.96 17.96 m2 550.90 9894 1 9894 0 0 0 0 0 0 0 0 0
16 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in Cement mortar 1 .:4 (1 cement: 4 coarse sand ) 8.57 8.57 m3 5017.90 43003 1 0 0 43003 0 0 0 0 0 0 0
17 6.1.12C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :Cement mortar 1.:6 (1 cement: 6 coarse sand ) 2.38 2.38 m3 5116.30 12177 1 0 0 0 0 0 0 0 0 0 12177
18 6.1.14C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :Cement mortar 1.:6 (1 cement: 6 coarse sand ) 25.98 25.98 m3 4923.00 127900 1 127900 0 0 0 0 0 0 0 0 0
19 6.1.14C +6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :Cement mortar 1.:6 (1 cement: 6 coarse sand )+Extra for brick work in superstructure above floor V level for each four floors or part thereof. 154.62 42.08 196.70 m3 5765.20 1134015 1 891415 0 0 0 0 0 242600 0 0 0
DOORS AND WINDOWS 0 0 0 0 0 0 0 0 0 0
20 10.15.2.2 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-in-charge: Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) 57.30 57.30 mtr 421.20 24135 1 24135 0 0 0 0 0 0 0 0 0
21 9.20.3 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws 20.50 20.50 sqm 2271.90 46574 1 46574 0 0 0 0 0 0 0 0 0
22 9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 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. 34.65 34.65 m 379.40 13146 1 13146 0 0 0 0 0 0 0 0 0
23 9.118.3 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. An M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with 5.25 5.25 m2 2450.50 12865 1 12865 0 0 0 0 0 0 0 0 0
24 10.12.1 Providing and fixing steel glazed doors, windows and ventilatrs 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 woodenplugs and screws or raw) plugs and screws or with fixing dips or with bolts and nuts as required, including providing and fixing of glass panes with glazing dips and special metal-sash putty pf 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. Doors. 44.35 44.35 sqm 3038.90 134775 1 134775 0 0 0 0 0 0 0 0 0
25 9.48.1 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.Fixed to steel windows by welding 1602.00 1602.00 Kg 144.50 231489 1 0 0 0 0 0 0 231489 0 0 0
9.48.2 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. Fixed to openings/ wooden frames with rawl plugs screws etc 798.26 798.26 Kg 161.10 128600 1 128600 0 0 0 0 0 0 0 0 0
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 7.08 7.08 m2 6303.40 44628 1 44628 0 0 0 0 0 0 0 0 0
27 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). 565.00 565.00 Kg 546.80 308942 1 308942 0 0 0 0 0 0 0 0 0
28 10.5.1 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 completejncluding applying a priming coat of approved steel primer. 2.21 2.21 m2 3653.00 8073 1 8073 0 0 0 0 0 0 0 0 0
29 9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts,nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 156.00 156.00 no 130.80 20405 1 20405 0 0 0 0 0 0 0 0 0
30 9.71.2 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete:100x60x2.50 mm 156.00 156.00 No 74.90 11684 1 11684 0 0 0 0 0 0 0 0 0
31 9.82 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. 11.00 11.00 no 108.10 1189 1 1189 0 0 0 0 0 0 0 0 0
32 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 0 0 0 0 0 0
33 9.97 Providing and fixing alluminium sliding tower bolt anodised(anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with nuts and screws etc. complete: 0 0 0 0 0 0 0 0 0 0
34 9.100 Providing and fixing alluminium aluminium handles ,ISImarked,anodisd (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with nuts and screws etc. complete: 0 0 0 0 0 0 0 0 0 0
FLOORING WORK 0 0 0 0 0 0 0 0 0 0
35 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. 165.17 165.17 m2 795.00 131310 1 131310 0 0 0 0 0 0 0 0 0
36 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thicknessto be specified by the manufacturer) of ist quality conforming to IS :15622 of approved make in colours such as white , Ivory , Grey , FumeRed , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. 32.48 32.48 m2 686.80 22307 1 22307 0 0 0 0 0 0 0 0 0
37 11.41.2 Providing and laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete 210.52 210.52 m2 1638.80 345000 1 345000 0 0 0 0 0 0 0 0 0
38 11.46.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick 24.31 24.31 m2 1191.80 28973 1 28973 0 0 0 0 0 0 0 0 0
39 11.26.1 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 ) 33.26 33.26 m2 1252.70 41665 1 41665 0 0 0 0 0 0 0 0 0
PLASTER WORK 0 0 0 0 0 0 0 0 0 0
40 13.11.2 Cement plaster in course sand 1:4(1 cement :4 coarse sand) 766.96 35.00 801.96 m2 152.90 122620 1 117268 0 0 0 0 0 0 0 0 5352
13.11.4 Cement plaster in course sand. 1:6(1 cement: 6 coarse sand) 617.40 617.40 m2 141.50 87362 1 0 0 0 0 0 0 87362 0 0 0
41 13.24.2 Providi g 6 mm cement plaster to ceiling of mix : 6 mm cement plaster 1:4(1 cement :4 coarse sand) 283.21 283.21 m2 125.60 35571 1 35571 0 0 0 0 0 0 0 0 0
42 13.13.2 20 mm cement plaster on rough side 1:4(1 cement :4 coarse sand) 425.65 425.65 m2 209.90 89344 1 89344 0 0 0 0 0 0 0 0 0
43 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement 67.84 67.84 m2 203.60 13812 1 13812 0 0 0 0 0 0 0 0 0
44 13.17.2 12 mm cement plaster 1:4( 1 cement: 3 coarse sand) finished with a floating coat of neat cement 34.23 34.23 m2 192.20 6579 1 0 0 6579 0 0 0 0 0 0 0
45 19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. 1.00 1.00 2.00 Each 33603.40 67207 1 0 0 33603 0 0 0 0 0 33603 0
FINISHING WORK 0 0 0 0 0 0 0 0 0 0
46 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. 1475.81 1475.81 m2 105.40 155550 1 155550 0 0 0 0 0 0 0 0 0
47 13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. 0 0 0 0 0 0 0 0 0 0
13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. 1475.81 1475.81 m2 117.30 173113 1 173113 0 0 0 0 0 0 0 0 0
48 13.78.1 Applying one coat of cement primer of approved brand and manufacture on wall surface 35.00 35.00 m2 38.60 1351 1 0 0 0 0 0 0 0 0 0 1351
49 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 35.00 35.00 m2 81.20 2842 1 0 0 0 0 0 0 0 0 0 2842
50 13.79.1+ 13.78.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade Applying one coat of cement primer of approved brand and manufacture on wall surface 616.00 616.00 m2 119.80 73797 1 0 0 0 0 0 0 73797 0 0 0
51 13.82.1 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) 72.00 72.00 m2 83.50 6012 2 0 0 0 0 0 0 6012 0 0 0
52 13.82.2 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New wood work (two or more coats) 93.11 93.11 m2 83.50 7775 1 7775 0 0 0 0 0 0 0 0 0
53 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. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with proprietary water -proofing compound 318.40 318.40 m2 850.70 270863 1 270863 0 0 0 0 0 0 0 0 0
54 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, 105.38 105.38 m 1087.90 114643 1 114643 0 0 0 0 0 0 0 0 0
55 10.18 Providing and fixing circular/hexagonal cast iron or M.S sheet 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 lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 20.00 20.00 m 165.40 3308 1 3308 0 0 0 0 0 0 0 0 0
56 17.1.1 Providing & fixing White Vitreous china Orissa pattern W.C.Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 3.00 3.00 each 4470.90 13413 1 0 13412.7 0 0 0 0 0 0 0 0
57 17.3.1 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 : W.C. pan with ISI marked white solid plastic seat and lid. 3.00 3.00 each 5504.30 16513 1 0 16512.9 0 0 0 0 0 0 0 0
58 17.7.1 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 11.00 11.00 each 2764.40 30408 1 0 30408.4 0 0 0 0 0 0 0 0
59 17.23 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. 5.00 5.00 each 1024.90 5125 1 0 5124.5 0 0 0 0 0 0 0 0
60 17.28.1.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi Rigid Pipe. 32 mm dia. 16.00 16.00 each 91.00 1456 1 0 1456 0 0 0 0 0 0 0 0
61 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 11.00 11.00 each 1068.50 11754 1 0 11753.5 0 0 0 0 0 0 0 0
62 17.73.2 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. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms 11.00 11.00 each 424.00 4664 1 0 4664 0 0 0 0 0 0 0 0
63 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 0 0 0 0 0 0 0 0 0 0
64 18.9.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. External Work 40 mm nominal outer dia Pipes 40.00 40.00 m 477.60 19104 1 0 19104 0 0 0 0 0 0 0 0
65 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 0 0 0 0 0 0 0 0 0
66 18.15.2 1Providing and fixing brass bib cock of approved quality : 20 mm nominal bore 2.00 2.00 Each 328.00 656 2 0 0 0 0 0 0 0 656 0 0
67 18.16.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore 2.00 2.00 Each 328.00 656 1 0 0 0 0 0 0 0 656 0 0
68 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 0 0 0 0 0 0 0 0
(i) 18.17.1 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. 2.00 2.00 each 532.30 1065 1 0 1064.6 0 0 0 0 0 0 0 0
69 18.18.3 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 25 mm nominal bore. 2.00 2.00 each 399.20 798 1 0 798.4 0 0 0 0 0 0 0 0
70 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 0 0 0 0 0 0 0 0 0 0
71 18.21.2.2 Providing and fixing uplasticised PVC connection pipe with brass ions :. 45 cm length. 15 mm nominal bore. 16.00 16.00 each 102.60 1642 1 0 1641.6 0 0 0 0 0 0 0 0
72 18.32.1 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S(non modular) bricks of class designation 100 A 1.00 1.00 Each 1177.90 1178 1 0 0 0 0 0 0 0 1178 0 0
73 18.33.1 Constructing masonry Chamber 60 x 60 x 75 cm inside, in brick work in cement mortar 1:4(1 cement: 4 coarse sand) for sluice valve, with C.I surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) i/c necesary excavation, foundation concrete 1:5:10( 1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3( 1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:nt complete as per standard design. With common burnt clay F.P.S (non modular) bricks of class designation 100 A 5.00 1.00 6.00 Each 7210.60 43264 1 0 36053 0 0 0 0 0 7211 0 0
74 18.4 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 0 0 0 0 0 0 0 0 0
75 18.41 Providing & filling sand of grading zone V or coarser grade all-around G.I. pipes in external work. 0.00 0 0 0 0 0 0 0 0 0 0 0
76 18.46 Providing and fixing G.I Union in G.I pipe including cutting and threading the pipe and making long screws etc. complete (New work) 0 0 0 0 0 0 0 0 0 0
77 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 22.00 22.00 each 434.20 9552 1 0 9552.4 0 0 0 0 0 0 0 0
78 18.52.1 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore 22.00 22.00 each 594.80 13086 1 0 13085.6 0 0 0 0 0 0 0 0
79 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore 22.00 22.00 each 500.40 11009 1 0 11008.8 0 0 0 0 0 0 0 0
80 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106 gms. 11.00 11.00 each 96.80 1065 1 0 1064.8 0 0 0 0 0 0 0 0
SEWARAGE AND DRAINAGE 0 0 0 0 0 0 0 0 0 0
81 19.1.2 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete 150 mm diameter 10.00 10.00 Metre 464.30 4643 1 0 0 0 0 0 0 0 0 4643 0
82 19.2.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design 150 mm diameter S.W. pipe 10.00 10.00 Metre 494.40 4944 1 0 0 0 0 0 0 0 0 4944 0
83 19.4 Providing and fixing square-mouth S.W gully trap class SP-1 complete with C.I grating brick masonry chamber with water tight C.I cover with frame of 300 x 300 mm size(inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 0 0 0 0 0 0 0 0 0 0
19.4.2.1 150 x 100 mm size P type. With common burnt clay F.P.S (non modular) bricks of class designation 7.5 5.00 5.00 Each 1908.90 9545 1 0 0 0 0 0 0 0 0 9545 0
84 19.6 Providing and laying non-pressure NP2 class (light duty) R.CC 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 0 0 0 0 0 0
85 2.10 Excavating trenches of required width for pipes cables, etc, including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 0 0 0 0 0 0 0 0 0 0
2.10.1.2 Pipes, cables etc. ecceeding 80 mm dia . But not exceeding 300mm dia. 20.00 20.00 Per M 391.70 7834 1 0 0 0 0 0 0 0 0 7834 0
86 19.7 Constructing brick masonry manhole in cement mortar 1:4(1 cement: 4 coarse sand) with R.C.C top slab with 1:2:4 mix (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand:8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3( 1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design: 0.00 0 0 0 0 0 0 0 0 0 0 0
87 19.7.1 Inside size 90 x 80 cm and 45 cm deep including C.I cover with frame (light duty) 455 x 610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) 0.00 0 0 0 0 0 0 0 0 0 0 0
(i) 19.7.1.1 With common burnt clay F.P.S (non modular) bricks with class designation 7.5 2.00 2.00 Each 7914.70 15829 1 0 0 0 0 0 0 0 0 15829 0
(ii) 19.8.1.1 Extra for depth for manholes Size 90 x 80 cm with common burnt clay F.P.S (non modular) bricks of class designation 7.5 2.00 2.00 metre 5660.00 11320 1 0 0 0 0 0 0 0 0 11320 0
88 19.30 Constructing brick masonry chamber for underground C.I inspection chamber and bends with bricks in cement mortar 1:4( 1 cement: 4 coarse sand) C.I cover with frame (light duty) 455x610mm internal dimensions, total weight of cover with frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) R.C.C top slab ith 1:2:4 mix ( 1 cement: 2 coarse sand:4 graded stone aggregate 20mm nominal size) foundtion concrete 1:5:10( 1 cement: 5 fine sand:10 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: 0 0 0 0 0 0 0 0 0 0
19.30.1.1 Inside dimensions 455 x 610 mm and 45 cm deep for single pipe line: With common burnt clay F.P.S (non modular) bricks of class designation 7.5 1.00 1.00 Each 4266.80 4267 1 0 0 0 0 0 0 0 0 4267 0
89 19.31.1.1 Extra for depth beyond 45 cm of brick masonry chambar For 455x610 mm size With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1.00 1.00 metre 3946.20 3946 1 0 0 0 0 0 0 0 0 3946 0
90 6.48A Providing 150mm wide brick drain in cement mortar (1:6) with av. 150mm clear depth and 125mm apron 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, 30.00 30.00 Meter 582.50 17475 1 0 0 0 0 0 0 0 0 17475 0
91 24.1.1.1 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. All Type of Soil. 300 mm dia 90.00 90.00 mtr. 486.80 43812 1 0 0 0 0 43812 0 0 0 0 0
92 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 0 0 0 0
93 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 -in-charge. 0.00 0 0 0 0 0 0 0 0 0 0 0
94 24.4.2 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-in-charge. 150 mm nominal size dia 10.00 10.00 mtr. 673.50 6735 1 0 0 0 0 6735 0 0 0 0 0
95 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 10.00 cum 1188.90 11889 1 0 0 0 11889 0 0 0 0 0 0
96 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 6.00 cum 1195.60 7174 2 0 0 0 7173.6 0 0 0 0 0 0
97 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 4.00 cum 1195.60 4782 1 0 0 0 4782.4 0 0 0 0 0 0
98 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 5.65 9.65 cum 1343.20 12962 1 0 0 0 5372.8 7589.08 0 0 0 0 0
99 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 2.00 each 1213.20 2426 1 0 0 0 2426.4 0 0 0 0 0 0
100 24.11.2 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed / plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture,including hire & labour charges, fittings & accessories, all complete,for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia. 2.50 2.50 mtr. 1727.20 4318 1 0 0 0 0 4318 0 0 0 0 0
101 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. 8.00 8.00 hors 916.80 7334 1 0 0 0 0 7334.4 0 0 0 0 0
102 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 0 0 0 0
103 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 0 0 0 0
104 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 0 0 0 0
105 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 0 0 0 0
106 12.79 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 0 0 0 0
107 12.80 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 0 0 0 0
108 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. 8.00 8.00 cum 47.90 383 1 0 0 0 383.2 0 0 0 0 0 0
109 18.37 Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside)with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 0 0 0 0 0 0 0 0 0 0
18.37.1 With common burnt clay F.P.S.(non modular) bricks of class designation 100A 2.00 2.00 each 6849.90 13700 1 0 0 0 13699.8 0 0 0 0 0 0
LANDSCAPE & HORTICULTURE WORKS 0 0 0 0 0 0 0 0 0 0
110 2.32 Clearing jungle including uprooting or rank vegetation, grass, brush wood, trees and scaplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 92.00 92.00 100 sqm 697.40 642 1 0 0 0 0 0 0 0 0 0 642
111 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 flooring trench with water (excluding cost of imported earth, sludge or manure) 55.20 55.20 cum 44.70 2467 1 0 0 0 0 0 0 0 0 0 2467
112 23.2 Supplying and stacking of good earth at site including royalty but excluding carriage (earth measured in stacks will be reduced by 20 % for payment) 22.94 22.94 cum 143.50 3292 1 0 0 0 0 0 0 0 0 0 3292
113 23.4 Supplying and stacking at site dump manure from approved source, excluding carriage (manure measured in stacks will be reduced by 8% for payment) 0 0 0 0 0 0 0 0 0 0
114 23.4.3 Screened through sieve of I.S. designation 4.75 mm 4.95 4.95 cum 315.80 1563 1 0 0 0 0 0 0 0 0 0 1563
115 23.9 Mixing earth and sludge or manure in proportion specified or directed. 27.89 27.89 cum 20.90 583 1 0 0 0 0 0 0 0 0 0 583
116 23.8 Spreading of sludge, dump manutre or/and good earth in required thickness (Cost of sludge, dump manure or/and good earth to be paid separately) 27.89 27.89 cum 30.10 839 1 0 0 0 0 0 0 0 0 0 839
117 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. 92.00 92.00 100 sqm 3418.20 3145 1 0 0 0 0 0 0 0 0 0 3145
118 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 0 0 0 0 0 0 0 0 0
119 23.10.3 In rows 5 cm apart in either direction. 92.00 92.00 100 sqm 1027.40 945 1 0 0 0 0 0 0 0 0 0 945
120 23.14 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20 % 1 part of stacked volume of manure after reduction by 8 % ) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure sludge or extra good earth if needed to be paid for separately) 0 0 0 0 0 0 0 0 0 0
121 23.13 Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8 :1 (8 parts of stacked volume of earth after reduction by 8% ) flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50 m lift upto 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) 14.00 14.00 cum 126.90 1777 1 0 0 0 0 0 0 0 0 0 1777
Plantation of trees & Shrubs/ creeps. 0 0 0 0 0 0 0 0 0 0
122 7.7 DSR-20 (Horticulture & Landscape) Providing and stacking of Bauhinia blakeana (Kachnar) of height 120-150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 5.00 5.00 each 80.00 400 1 0 0 0 0 0 0 0 0 0 400
123 7.24 DSR-20 (Horticulture & Landscape) Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.v 5.00 5.00 each 60.00 300 1 0 0 0 0 0 0 0 0 0 300
124 N.S S/F/F 1 H.P Crompton Submersible Pump of ISI marka electric wire switch, starter etc. 1.00 1.00 each 30090.00 30090 1 0 0 0 0 30090 0 0 0 0 0
125 A/R Carriage of Materials 0 0 0 0 0 0 0 0 0 0 0 0
126 A/R Extra cost of Materials 0 0 0 0 0 0 0 0 0 0 0
AMOUNT OF CIVIL WORK Rs= 13,746,103.00
FIRE FIGHTING WORK
127 A/R Providing and fixing CO24.5 kg extinguisher consisting of seamless MS cylindrical body squeeze lever discharge valve. Internal discharge tube 30 cms long high pressure discharge hose discharge tube 30 cms long high pressure discharge hose nozzle ISI marked as per IS13869 including fixing with dash fastners etc complete, make newtech,kalpex 0.00 3.00 Nos 7800.00 23400 0 0 0 0 0 0 0 0 0 0
128 A/R Providing and fixing ABC 6 kg extinguisher consisting of seamless MS cylindrical body squeeze lever discharge valve. Internal discharge tube 30 cms long high pressure discharge hose discharge tube 30 cms long high pressure discharge hose nozzle ISI marked as per IS13869 including fixing with dash fastners etc complete, make newtech,kalpex 0.00 3.00 Nos 5600.00 16800 0 0 0 0 0 0 0 0 0 0
TOTAL AMOUNR of FIRE FIGHTING Rs.= 40,200.00
FURNITURE WOTK 0 0 0 0 0 0 0 0 0 0
(FOR GROUND FLOOR & MEETING HALL)
129 3Seater Chrome Chair 3 Seater Chair - Chair Size Length 1600mm x Depth 575mm x Height 775mm & 445 (SH). 1. SEAT/BACK FRAME ASSEMBLY: The seat and back are made of 0.1 ±0.012 cm thick CR steel perforated sheets which are welded to a seat/back frame assembly made of Ø 1.9 ±0.02 cm x 0.16 ±0.0128 cm thk MS ERW tube. Connecting strips made of 0.5 cm thick HR steel are welded to the structure. The mounting base subassembly made up of Ø 1.9 ±0.02 cm x 0.16 ±0.0128 cm thk & C-channel made of 0.315 ±0.022 cm HR steel welded to connecting strip for assembly with the connecting beam. 1 3Seater Chrome Chair SEAT SIZE: 39.2 cm (W) x 41.5 cm (D) (Approx.) BACK SIZE: 39.5 cm (W) x 21.5 cm (H) (Approx.) 2. CONNECTING BEAM ASSEMBLY: It is made up of 5.0 ±0.03 cm x 5.0 ±0.03 cm x 0.16 ±0.0128 cm thk. M.S. E.R.W Square tube. The connecting beam is powder coated (DFT 40–60 microns). 1
The ends of the beam are closed with L-shaped plastic end cap made from PP material. The connecting beam assembly is powder coated (DFT 40–60 microns). 3. LEG ASSEMBLY: It is made up of 5.0 ±0.03 cm x 5.0 ±0.03 cm x 0.16 ±0.0128 cm thk. M.S. E.R.W Square tube and Ø 3.175 ±0.03 cm x 0.2 ±0.016 cm thk M.S. E.R.W tube welded together to C-channel made of 0.2 ±0.018 cm thk CR steel. Plastic end caps are fitted to legs. The leg assembly is powder coated (DFT 40–60 microns). (The manufacturer should have ISO 9001, ISO 14001, ISO 18001, ISO 45001, ISO 50001, AIOTA, IAQ, GRIHA, BIFMA, BIFMA Level2, CII, Green Guard & Green Pro Certificates) 3 NOS 12706.00 38118
FOR RECEPTION, OFFICE ROOM AND OFFICE HALL
130 RECEPTION TABLE Providing & placing Reception Table of Overall size (in mm): 1500W x 870D x 1080H & Worksurface Ht. 740mm Work Surface should be made of 25mm Thick Pre-laminated twin board of E1-P2 grade and approved shade confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping. Access Flap provided on work surface for wire management. Wire Management should be Power box made with 0.8 mm thick CRCA (IS: 513), with switch plate (8+3 Module cutout provision for Anchor Roma). This is fixed with worktop along the width at Access Flap position. Modesty Panel & Side Skirting should be Made of 25mm Thick Pre-laminated twin board of E1-P2 grade and approved shade confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping. Understructure should be Made of 18mm Thick Pre-laminated twin board of E1-P2 grade and approved shade confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping. TOP shelf should be Made of 18mm Thick Pre-laminated twin board of E1-P2 grade and approved shade confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping. 3
131 confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping. TOP shelf should be Made of 18mm Thick Pre-laminated twin board of E1-P2 grade and approved shade confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping. 2 Reception Table Hinge Door + Drawer unit should be Made of 18mm Thick Pre-laminated twin board of E1-P2 grade and approved shade confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping. **Drawer bottom is made of 5.5thk MDF whiteboard Handle is provided for ease of opening. HDU and Drawer is provided with cam lock for security. Essential Accessories: It should have Wire Riser made of 0.8mm CRCA (IS-513) is provided for proper wire management. Organizer Plate made of 1.2mm CRCA (IS-513) is provided for magnetic sticky notes. Bag Hanger Hook made of 1.2mm CRCA (IS-513) is provided for bag hanging. (The manufacturer should have ISO 9001, ISO 14001, ISO 18001, ISO 45001, ISO 50001, AIOTA, IAQ, GRIHA, BIFMA, BIFMA Level2, CII, Green Guard & Green Pro Certificates) 1 NOS 65100.00 65100
132 Plain Almirah with 4 Shelves of size - 916mm (W) x 486mm (D) x 1981 mm (H). Construction & Material § Welded construction. § 0.8 mm thk CRCA for Back, Shelf & 0.9 mm thk CRCA for all other components. Configuration (Door) § Full height Steel Hinged Door. Locking & handle: Mazak Handle. § 3 way locking mechanism with shooting bolt arrangement. Shelving: Height wise Adjustable Shelf Mounting· Uniformly Distributed Load Capacity per each full shelf is 80 Kg maximum· Plain 4S: 4 Nos. of Adjustable Full Shelves. Leveler § M10 Screw type leveler with hex plastic base 8. Finish § Epoxy Polyester Powder coated to the thickness of 50 microns (+/-10). 3 1 EACH 24488.00 24488
133 STEEL ALMIRAH Visitor Chair - Chair Size (W)590mm X (D)490mm X (H)980mm. Its moulded seat and indented back provide exceptional all-day support. Premium virgin foam sits atop a 14mm thick boiling waterproof plywood forming the moulded seat. This is then encased in deep black fabric upholstery with defined line seams that provide comfortable seating while adding depth to the high backrest. The powder-coated metal cantilever base provides extraordinary support for easy seating. The Materials/Organization shall be certified ISO-9001, ISO-14001, ISO-50001, ISO-45001, all ISO Certificates should be Issued from NABCB Accelerated Agency, BIFMA LEVEL 1, BIFMA Membership and BIFMA Compliant product base , Indian Design Mark certified, Trade Mark Certified, GREEN GUARD by UL,GREEN PRO, SEFA, AIOTA, FSC should be Issued from SCS Global Services USA , PEFC, GRIHA & IGBC. 3
MID BACK CHAIR Providing & Placing Chair Mid Back of Overall Size (in cm): 70.0W x 70.0D x 94.5-105.5H & 43.0-54.0SH 1. SEAT & BACK ASSEMBLY: The seat & back should be made from 1.2±0.1cm thk hot pressed plywood measured as per QA method described in OCP-QLTA-P14-18 and upholstered with fabric and moulded Polyurethane foam together with seat and back covers. The back foam should be designed with countered lumbar support for extra comfort. *BACK SIZE: 45.0W x 53.0H cm *SEAT SIZE: 52.0W x 48.0D cm 2. HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane foam is moulded with density = 45±2 kg/m3 and Hardness 16±2 kgf as per IS: 7888 for 25% compression. 3. SEAT / BACK COVERS: The seat and back covers should be injection moulded in black Co-polymer Polypropylene. 4. ARMREST ASSEMBLY: The one-piece armrests should be made of black integral skin polyurethane reinforced with M.S. insert with 50-70 Shore 'A' hardness. The armrests should be scratch and weather resistant. The armrests should be fitted to the seat with armrest brackets made of 0.5±0.05cm thk HR steel. 5. PERMANENT CONTACT MECHANISM: 1
The parmanent contact mechanism should be designed with the following features: > 360° revolving type > 14°±2° maximum back-lift only > upright position locking > Tilt tension adjustment 6. PENUMATIC HEIGHT ADJUSTMENT: The penumatic height adjustment should have an adjustment storke of 11.0±0.3cm 7. TELESCOPIC BELLOW ASSEMBLY: The bellow should be 3 piece telescopic type and injection moulded in black polypropylene. 8. PEDESTAL ASSEMBLY: The pedestal should be fabricated from 0.2±0.02 cm thk HR Steel (IS: DD1079/HR), powder coated (DFT 40-60 microns) and fitted with an injection moulded black Polypropylene hub cap and 5 Nos. twin wheel castors. The pedestal should be 60.0±0.5cm pitch-centre dia. (70.0±1.0cm with castors) 9. TWIN WHEEL CASTORS: The twin wheel castors should be injection moulded in Black Nylon. (The manufacturer should have ISO 9001, ISO 14001, ISO 45001, ISO 50001, BIFMA/BIFMA Level2/BIFMA Level3, AIOTA, IAQ, IDM, Griha & Green Guard/Green Pro Certificates) 1 NOS 6720.00 6720
134 Table with Side Unit Return Table with side unit return- Table Size(1500x750x750)mm & Side runner Size(750x400x750)mm. Table made of 25mm thk pre lam particle board with edge banding. Table top supported with side panel & fron panel. Kyeboard tray & cpu trolly. Table top with wire manager & interchangable side runner with fixed pedestal of 3 drawers. Phenol bond using in Pre-Laminated Particle Board & Edge band thickness will be start from 2mm for Top & 1mm for rest parts. Our PLPB certified from ISI grade & Termite, Borer & Fungus resistance laminated outside in selected color & inside (Non Visible Part) will be balancing white. 100% European design & texture & 100% Product Consistency, fade resistance lamination best International Technology.The Product Should be Certified Company BIFMA,ISO50001,Green Guard, Green PRO, Sedex,AIOTA, IGBC, AGSI,FSC & PEFC. ColorWenge 1 1 EACH 35346.00 35346
135 HIGH BACK CHAIR High Back Chair Size (Back Height-670xBack Width470)mm & (Seat Depth-485xSeat Width-475)mm with Min-Max Height (460- 540)mm. Nylon base chair with push back mechanism & Fix handle. Nylon base chair with push back mechanism. Back & seat cover cushion chair uphlostered in fabric & adjustable armrest locks any position. Syncro mechenism with locking system and five star chrome base with nylon casters. Seat & Back made up of 14mm thick boiling water proof plywood os ISI303. Chair rotates a full 360 degree in either direction for ease of motion. Standard on every executive with task chair & controls rate and ease with which chair reclines to different weight and strengths of users. Quick and easy adjustment regulated height of chair relative to floor. Back reclines at A 2-to-1 ratio to the seat. 5% post consumed recycled content & 30% total recycled content. The Product Should be Certified Company BIFMA,ISO50001,Green Guard/Green PRO, Sedex,AIOTA, IGBC, AGSI,FSC & PEFC. Color-Black 1 1 EACH 9866.00 9866
136 VISIT CHAIR Chair of Over all size: 58.0cm (W) x 56.5cm (D) x 87.5cm (H) & 48.0cm (SH) SEAT/BACK ASSEMBLY: The seat and back are made from chemically treated and seasoned wood, upholstered with plywood, black leather-cloth, and U-foam. *BACK SIZE: 46.0cm (W) x 27.0cm (H). *SEAT SIZE: 46.0cm (W) x 40.0cm (D). ARMREST TUBE: The armrest tube is made of M.S. E.R.W. tube dia. 2.54cm. (1”) x 16BG thick and powder coated. ARMREST: The armrest is gas-assisted injection moulded from black Polypropylene. UNDERSTRUCTURE ASSEMBLY: The understructure assembly is a cantilever type frame made of dia. 2.54cm. (1”) x 14BG. thick M.S. E.R.W. tube and powder coated. 6 2 EACH 5187.00 10374
137 CONRER TABLE Corner Table of Overall Size: 45.0cm (W) x 45.0cm (D) x 53.0cm (H) 2 1 EACH 6663.00 6663
138 2 SEATER SOFA Sofa of Overall Size: 35.4cm (H) x 59.0cm (W) x 32.2cm (D) & 17.3 (SH) Frame Material : Pinewood Seating Height : 44 cm UPHOLSTERYMATERIAL : Latherette Leg Material - Pinewood Frame Material - Pinewood Foam Density-28. Optimum Lumbar Support: The wide shape of the sofa along with thick cushioning along the back and seat of the structure, come together to provide optimum lumbar support for long TV binges. 1 1 EACH 26134.00 26134
For Office Hall & Computer Room & Record Room
139 Workstation- Size (1200x600x1200 ) with Ped, KBPT, CPU Trolley RECTA WORKSTATIONS - 1200 x 600 Providing and placing WISH panel & tile based modular workstation,with partition thickness as 52.4mm thk and ht -1200 including powder coatedaluminium trims. SPLIT Tiles: Combination of two fi nishes for the top tiles on the userside shall be split fabric tackable along with split white board. INTERMEDIATE BLOCKS Intermediate blocks are given in DL + DL finish. Wire Management- Wires shall be taken into the system throughcable ducts from the junction boxes and it is carried upto the panelsthrough concealed conduits inside the blocks. Side panels or legs out of 25 mm thk prelam particle board with fl atpvc lipping edge banding considered only on the open endconditions or metal powder coated legs at the end and sharedcondition. System shall also have 120 mm high powder coatedstandalone panel legs to give the system an elevated look. Worksurface- out of 25 mm thk prelam particle board with fl at pvclipping edge banding of size 1200 mm w x 600 mm d. Pedestals- Nova pedestal fl at metal front, full ht free standingcentral locking of size 390 mm w x 435 mm d x 646 mm ht 3dr =2box+1file. CPU trolley - with castors KBPT with mousetray - Metal 2 3 EACH 45111.00 135333
Note: All partitions and side panels have levelling screws foradjustment in case of Uneven fl oor to take care of +/- 40 mm ofuneven flooring. (The manufacturer should have ISO 9001, ISO 14001, ISO 45001, ISO 50001, BIFMA/BIFMA Level2/BIFMA Level3, AIOTA, IAQ, IDM, Griha & Green Guard/Green Pro Certificates) 1
140 MID BACK CHAIR Providing & Placing Chair Mid Back of Overall Size (in cm): 70.0W x 70.0D x 94.5-105.5H & 43.0-54.0SH 1. SEAT & BACK ASSEMBLY: The seat & back should be made from 1.2±0.1cm thk hot pressed plywood measured as per QA method described in OCP-QLTA-P14-18 and upholstered with fabric and moulded Polyurethane foam together with seat and back covers. The back foam should be designed with countered lumbar support for extra comfort. *BACK SIZE: 45.0W x 53.0H cm *SEAT SIZE: 52.0W x 48.0D cm 2. HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane foam is moulded with density = 45±2 kg/m3 and Hardness 16±2 kgf as per IS: 7888 for 25% compression. 3. SEAT / BACK COVERS: The seat and back covers should be injection moulded in black Co-polymer Polypropylene. 4. ARMREST ASSEMBLY: The one-piece armrests should be made of black integral skin polyurethane reinforced with M.S. insert with 50-70 Shore 'A' hardness. The armrests should be scratch and weather resistant. The armrests should be fitted to the seat with armrest brackets made of 0.5±0.05cm thk HR steel. 5. PERMANENT CONTACT MECHANISM: 1
The parmanent contact mechanism should be designed with the following features: > 360° revolving type > 14°±2° maximum back-lift only > upright position locking > Tilt tension adjustment 6. PENUMATIC HEIGHT ADJUSTMENT: The penumatic height adjustment should have an adjustment storke of 11.0±0.3cm 7. TELESCOPIC BELLOW ASSEMBLY: The bellow should be 3 piece telescopic type and injection moulded in black polypropylene. 8. PEDESTAL ASSEMBLY: The pedestal should be fabricated from 0.2±0.02 cm thk HR Steel (IS: DD1079/HR), powder coated (DFT 40-60 microns) and fitted with an injection moulded black Polypropylene hub cap and 5 Nos. twin wheel castors. The pedestal should be 60.0±0.5cm pitch-centre dia. (70.0±1.0cm with castors) 9. TWIN WHEEL CASTORS: The twin wheel castors should be injection moulded in Black Nylon. (The manufacturer should have ISO 9001, ISO 14001, ISO 45001, ISO 50001, BIFMA/BIFMA Level2/BIFMA Level3, AIOTA, IAQ, IDM, Griha & Green Guard/Green Pro Certificates) 1 14 EACH 6720.00 94080
141 Slotted Angle Rack 6Shelves Slotter Angle Rack with Load bearing members of the system should be made out of High strength HR steel having properties equivalent to grades specified by IS 5986:2002 / IS 2062:2006 In addition to high strength, the raw material used for structural load bearing members also should possesses adequate ductility to ensure toughness. The material should also have the necessary impact strength for cold room applications upto -30° C Surface finish: All components must have thorough anti-rust treatment to prevent corrosion, thereby increasing the life of the component. Steel components must be powder coated for obtaining a smooth, scratch resistant and a lasting attractive, finish. The Dry Film Thickness (DFT) of 35 microns is required on an average after Powder coating. All components are to be an elaborate 4 step, six zone anti corrosion treatment, viz. Degreasing as per IS 6005:1970, Rinsing, Phospating as per IS 3618:1966 and De-mineralized water rinsing. Angle: Vertical load carrying member that transfers load to the ground via base plates, its Material Specifications should be as per IS: 5986 (ST 42). 6
Angles should be of rolled formed construction to ensure minimal residual stresses and accuracy throughout the length of the angles, and should take the designated load. Slots at every 19.05 mm for height optimisation or adapt to ever changing SKU sizes and Grouted through base plates. Surface Finish: Epoxy-Polyester Powder Coated – Lead Free BS Grey/Oxford Blue in colour. Panel: Should conform to IS:513 D, and minimum yield strength 210 MPa. C12 No. of bends : 6 Manufacturing : Press forming. Panels are to be provided with lipped flanges. Width of the flange being 31 mm and depth of lip 17 mm. Panels are provided with 9 mm holes on the flange for corner plates, cladding sheets. Design Criteria : Deflection to be under SEMA guidelines. Surface Finish : Epoxy-Polyester Powder Coated – Lead Free BS Grey/Oxford Blue in Colour. No. of Shelves - 6 Shelves SIZE: Width - 36" Depth: 15” Height: 6’ Load Capacity : 80 kg / loading level UDL (Uniformly Distributed Load) 6 20 EACH 8606.00 172120
142 Cubical Workstation 1350+1350x600 x1200 with Ped, KBPT, CPU Trolley RECTA WORKSTATIONS - 1350 x 1350 x 600 Providing and placing WISH panel & tile based modular workstation, with partition. thickness as 52.4 mm thk and ht - 1200 including powder coated aluminium trims. Tiles: Combination of top tiles are fabric magneitc tile. Bottom tiles - Plain metal. SPLIT Tiles: Combination of two finishes for the top tiles on the user side shall be split fabric magnetic/ fabric tackable along with split white board. INTERMEDIATE BLOCKS Intermediate blocks are given in DL + DL finsh. Wire Management - Wires shall be taken into the system through cable ducts from the junction boxes and it is carried upto the panels through concealed conduits inside the blocks. Side panels or legs - out of 25 mm thk prelam particle board with flat pvc lipping edge banding considered only on the open end conditions or metal powder coated legs at the end and shared condition. System shall also have 120 mm high powder coated standalone panel legs to give the system an elevated look. 2
Worksurface - out of 25 mm thk prelam particle board with flat pvc lipping edge banding of size 1350 mm w1 x 1350 mm w2 x 600 mm d. Pedestals with legs - Nova pedestal flat metal front, full ht free standing central locking of size 390 mm w x 435 mm d x 646 mm ht 3dr = 2box+1file. CPU trolley - with castors. KBPT with mousetray - metal. Note: All partitions and side panels have levelling screws for adjustment in case of Uneven floor to take care of +/- 40 mm of uneven flooring. (The manufacturer should have ISO 9001, ISO 14001, ISO 45001, ISO 50001, BIFMA/BIFMA Level2/BIFMA Level3, AIOTA, IAQ, IDM, Griha & Green Guard/Green Pro Certificates) 1 6 EACH 73461.00 440766
143 Workstation (1050x600x1200 ) with Ped, KBPT, CPU Trolley RECTA WORKSTATIONS - 1050 x 600 Providing and placing "UPBEAT"desk based modular workstation with System ht - 1200 mm. PARTIAL SCREENS: Fabric T- mould, 19mm thk Screen of 1200mm ht.,mounted on Studs. It has a die cast fixing clamp to enable mounting of the screens to the worktop. LEGS: Providing metal powder coated CUBE leg. Legs are for standard workstation height of 750mm. UNDERSTRUCTURE: Comprising of metal powder coated cross connectors between legs and legs. Made up of metal powder coated finish and the entire assemply is fixed to the worktop. WIRE MANAGEMENT: For 750 high workstations- For vertical wiremenagement, Shared legs with cover are considere. For horizontal wiremanagement - Wire Tray with integrated power box . Access flap / cover will be provided. Switch plate of (8+3 Anchor Roma) module is considered for Power and Data points. WORKSURFACE - Out of 25 mm thk prelam particle board with flat pvc lipping edge banding of size 1050 mm w x 600 mm d. MODESTY : Metal modesty: 5
Lazer cut perforated Metal modesty Metal and wooden modesty are mounted on the worktop with the help of the modesty mounting brackets Modesty terminates at 400 mm from ground. Pedestals with legs - Nova pedestal flat metal front, full ht free standing central locking of size 390 mm w x 435 mm d x 646 mm ht 3dr = 2box+1file. CPU trolley - with castors KBPT with mousetray - Metal 6 5 EACH 39000.00 195000
144 Printer Table (1500x600x750) Table overall Size of 1500 x 750 x 750mm with Material Prelaminated Particle Board with 18mm thick table top and 15mm thick understructure covered with PVC Lipping. Locking facility available for top draswer/s only. Attractive Black colour handles for all drawers. Tables are available in Beech colour only. (The manufacturer should have ISO 9001, ISO 14001, ISO 45001, ISO 50001, BIFMA/BIFMA Level2/BIFMA Level3, AIOTA, IAQ, IDM, Griha & Green Guard/Green Pro Certificates) 50 1 EACH 18365.00 18365
Amount Of Furniture work Rs.= 1,278,473.00
TOTAL AMOUNT OF FURNITURE WORK (Including 18% GST) Rs.= 1,508,598.00
(A) Amount Of SOR & DSR Items Rs= 13,716,013.00
(B) Amount Of Non Schedule Items Rs= 1,578,888.00
(C) pply Correction Fector @ 0.982 on Schedule Items (B) Rs- 13,469,125.00
(D) Add 5.36% GST Of ( C) Rs- 721,945.00 Total Amt of External PHE Including Tank Landscap & Harticulers
TOTAL AMOUNT OF BOQ (Civil Work) Rs- (B + C + D ) Rs= 15,769,958.00 Main BLD Sanitary Insll. SEPTIC TANK RWH Tube Well Boring A/Road B/Wall W.Supp+ Swerage Drainage Fire Fighting Furniture Total Amount
ELECTRIFICATION WORK
SL.No Code Details of Items Qty Rate Unit Amount
1 1.3.3 Wiring for light point/ fan point/ exhaust fan point/ Call bell Point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, with modular switch, modular plate, suitable size G.I box etc. as required. Group - 'C'
Light Point -103 120 1146.00 Point 137,520.00
Fan/Wall Fan Point/Exhaust Fan - 16
Call Bell Point - 01
2 1.5 Wiring for light/ power plug with 2 X 4 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed PVC conduit along with 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 150 309.00 Metre 46,350.00
3 1.7 Wiring for circuit/ submain wiring along with earth wire with the following sizes FRLS PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required.
1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire (For circuit & street light) 315 201.00 Metre 63,315.00
1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (For Computer Terminal) 180 246.00 Metre 44,280.00
1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire(For AC) 105 309.00 Metre 32,445.00
1.7.4 2 X 6 sq. mm + 1 X 4 sq. mm earth wire 35 422.00 Metre 14,770.00
1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire 40 660.00 Metre 26,400.00
1.7.12 4 X 10 sq. mm + 1 X 6 sq. mm earth wire 15 925.00 Metre 13,875.00
4 1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular switch box including connection but excluding modular plate etc. as required. 11 358.00 Each 3,938.00
5 1.31 Supplying and fixing suitable size G.I box with modular plate and cover in front on surface or in recess including providing and fixing 5 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch, connection, painting etc, as required. 9 414.00 Each 3,726.00
6 1.32 Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin, 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch connection, painting etc, as required. 10 531.00 Each 5,310.00
7 1.33 Supplying and fixing 2 pin, 5 amp. ceiling rose on the existing junction box/PVC box including connection etc as required. 49 64.00 Each 3,136.00
8 1.34 Supplying and fixing batten/angle holder including connection etc. as required. 37 80.00 Each 2,960.00
9 1.37 Supplying and fixing Ding-Dong call bell suitable for single phase, 230 volts complete as required. 1 240.00 Each 240.00
10 1.27 Supplying and fixing following modules G.I. box along with modular base and cover plate for modular switches in recess etc as required.
11 1.53 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 25 amps modular socket outlet and 25 amp modular SP MCB 'C' curve, including connections, painting etc. as required. 7 683.00 Each 4,781.00
12 1.56 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 nos. 5 pin 5/6 amps modular socket outlet and 2 nos. 5/6 amps modular switch, connection etc. as required. 12 778.00 Each 9,336.00
13 2.8 Supplying and fixing following way single pole & neutral, sheet steel, MCB distribution board, 240 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)
2.8.5 6 way, Double door (for Building street light) 2 2197.00 Each 4,394.00
14 2.9 Supplying and fixing following way three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required. (But without MCB / RCCB / Isolator)
2.9.1 4 way ( 4 + 12 ), double door, horizontal type 3 4184.00 Each 12,552.00
2.9.2 6 way ( 4 + 18 ), double door, horizontal type 1 5132.00 Each 5,132.00
15 2.12 Supplying and fixing following rating, 240 volts, ‘C’ series, miniature circuit breaker suitable for lighting and other loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
2.12.1 6A to 32A amps, single pole 62 237.00 Each 14,694.00
2.12.2 6A to 32A amps, SPN 5 606.00 Each 3,030.00
16 2.4 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required.
17 5.1 Supplying and fixing 4'X18 watt LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. 25 521.00 Each 13,025.00
18 5.7 Supplying and fixing recess/surface mounted following types LED downlighter with minimum efficacy 100 lm/w in pressure die-cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor cable etc as required.
19 5.14 Supplying and fixing following types LED street light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, IP 66 protection and complete with electronic driver etc on pole/building including connection earthing the body etc as required.
20 6.1 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required.
6.1.5 12 watt LED lamp 37 239.00 Each 8,843.00
21 DSR 9.2.3 Supply and installation of BLDC 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. 11 2695.00 Each 29,645.00
22 8.18 Supply and fixing of following sweep/ sizes PVC/ABS square body Exhaust Fan with automatic openable louvre shutter in existing opening including making connection, testing etc as required.
23 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. 1 3670.00 Each 3,670.00
24 8.5 Supplying and fixing of 32 mm dia X 1.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV/ HPSV/ LED street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. 8 1038.00 Each 8,304.00
25 7.7 Supply of following sizes and core XLPE/PVC insulated PVC sheathed (Heavy duty) armoured electric cable with aluminium conductor for working voltage upto 1.1 KV as required.
26 7.1 Laying of one number PVC insulated and PVC sheathed/ XLPE power cble of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.
7.1.2 Above 35 sq. mm and upto 95 sq. mm 80 326.00 Metre 26,080.00
27 3.15 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. 2 13721.00 Set 27,442.00
28 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc as required. 30 144.00 Metre 4,320.00
29 8.11 Supplying 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 manufacturers must be approved by CPRI. (But without RYB inicator , ammeter, voltmeter, inter-connection copper conductor cable / solid copper strip, switchgears etc. 10 1809.00 Sft 18,090.00
30 2.7 Providing and fixing following capacity four pole ON-load/ panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required.
31 7.9 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required.
32 AR Supply and fixing of copper strip for busbar etc as required. 6 871.00 Kg 5,226.00
33 8.13 Suppy 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 6536.00 Each 6,536.00
FOR LIGHTNING ARRESTER
34 4.2 Providing and fixing lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. 4 416.00 Each 1,664.00
35 4.4 Jointing copper/ G.I. tape ( with another copper/ G I tape, base of the finial or any other metallic object ) by riverting/ nut bolting sweating and soldering etc. as required. 20 81.00 Each 1,620.00
36 4.7 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For horizontal run) 80 102.00 Metre 8,160.00
37 4.8 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For vertical run) 10 145.00 Metre 1,450.00
38 3.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc with charcoal/coke and salt as required. 4 6323.00 Set 25,292.00
39 3.9 Supplying and laying 25 mm X 6 mm G.I. strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with GI nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) 30 133.00 Metre 3,990.00
40 DSR-40.3 Supplying Installation Testing and Commissioning of 4 MP IP IR Dome Camera having following specifications, type of lens and features etc :- 1) Signal System: PAL/NTSC, Signal to Noise Ratio: >50 dB, Camera should display Camera title, Date & Time in live & recorded video 2) Image Sensor: 1/2.8" or better progressive Scan CMOS to get color image even at night condition(Minimum Illumination: 0.006 Lux@ F1.4, AGC ON, 0 lux with IR or better) True Day & Night High Performance Mechanical IR cut filter with auto switch, Integrated IR Source (Auto, Manual)- Inbuilt IR LED's with effective distance upto 50 meter or better and 30 meter for colour view in night, Imaging: 1/3s to 1/30000s electronic shutter support, Auto Gain Control , White Balance- Auto, Back Light Compensation, Multi zone Privacy Masking, HLC, Digital Watermarking.
3. Compression (Minimum):-Video:- H.265 or better, H.264H, H.264, Audio:- G.711U/A, G.711Mu, G.726, AAC, G.723
4) Wide Dynamic Range:- WDR (120db or more)
5) Digital Noise Reduction:- DNR (3D) On/Off
6) Video Streaming & Frame Rates :- Triple streaming , configurable ×1080)@25/30 720P@25/30 fps).
7) Image Setting: Rotate Mode, saturation, brightness, contrast, sharpness adjustable through client software or web browser, Edge Analytics: Tripwire, Intrusion, Motion Detection
8) Cyber Security: AES 256-bit Encryption, Configuration encryption, trusted execution, Digest, security logs, account lockout, syslog, video encryption, IP/MAC filtering, HTTPS, trusted upgrade, trusted boot.
9) Onboard Storage: Camera should support built-in Micro SD/SDHC/SDXC Card slot upto 512 GB. It should be supplied with minimum 128GB memory Card.
10) Recording Management: Format SD, overwrite, storage management, video to NAS device
11) Alarm Trigger : Motion/tampering detection; audio detection; network disconnection detection; IP conflict detection; memory card state detection; memory space detection 12)Network Protocol: SFTP, IPv6, IPv4, DNS,RTCP, NTP, RTP, HTTP, HTTPS, SNMP TCP/IP, PPPoE, NFS, UDP, ICMP, SSL, DHCP, SMTP, RTSPS, unicast 13) System Capability: ONVIF, Camera shall support open source VMS 14) Ethernet: 1 RJ 45 10/100 Ethernet port 15) Audio : It should support 1 x Built-In Mic and 1/1 Alarm In/ Out for External Mic. and Speakers as per site requirement.
16) Power Input: The camera should support simultaneous dual power input—12 VDC (via power adapter) and PoE (802.3af)—to ensure continuous operation in the event of a failure in one power source. 17) Power Requirement: 12VDC/24 VAC/PoE (802.3af)/ePoE 18) Housing/ Enclosure:- IP67 weather proof, IK10, Metallic body
19) Operating Condition:- Ambient Temperature:- ()05°C to 50°C, humidity 95% (max) (non-condensing) 20) IR life: 40000 hours or higher 21) Video Bit rate: 32 KBPS - 8 MBPS or better 22) Standards: BIS with ER, STQC Certified, CE, FCC and RoHS
DSR-40.3.1 4MP (@ 25/30fps@1440P (256×1440)) IP IR Dome Camera with 2.8/ 3.6/6/8/12mm fixed lens (as per site requirement) 4 10365.00 Each 41,460.00
41 DSR-40.4 Supplying Installation Testing and Commissioning of 4MP Fixed Lens IP IR Outdoor Bullet Camera having following specifications and features etc :- 1) Signal System: PAL/NTSC, Signal to Noise Ratio: > 50 dB,Camera should display Camera title, Date & Time in live & recorded video 2)Image Sensor: 1/2.8" or better progressive Scan CMOS to get color image even at night condition(Minimum Illumination: 0.006 Lux@ F1.4, AGC ON, 0 lux with IR or better) True Day & Night High Performance Mechanical IR cut filter with auto switch, Integrated IR Source (Auto, Manual)- Inbuilt Smart IR LED' swith effective distance upto 50 meter or better and 30 meter for colour view in night, Imaging: 1/3s to 1/30000s electronic shutter support, Auto Gain Control , White Balance- Auto, Back Light Compensation, Multi zone Privacy Masking, HLC, Digital Watermarking.
3) Compression (Minimum):-Video:- H.265 or better, H.264H, H.264, Audio:- G.711U/A, G.711Mu, G.726, AAC, G.723 4) Wide Dynamic Range:- WDR (120db or more) 5) Digital Noise Reduction:- DNR (3D) On/Off 6) Video Streaming & Frame Rates :- Triple streaming , configurable(Main 1080)@25/30 fps stream: Sub 2MP (1920 × streams minimum: 720P@25/30 fps). 7) Image Setting: Rotate Mode, saturation, brightness, contrast, sharpness adjustable through client software or web browser, Edge Analytics: Tripwire, Intrusion, Motion Detection 8) Cyber Security: AES 256-bit Encryption, Configuration encryption, trusted execution, Digest, security logs, account lockout, syslog, video encryption, IP/MAC filtering, HTTPS, trusted upgrade, trusted boot. 9) Onboard Storage: Camera should support built-in Micro SD/SDHC/SDXC Card slot upto 512 GB. It should be supplied with minimum 128GB memory Card. 10) Recording Management: Format SD, overwrite, storage management, video to NAS device,
11) Alarm Trigger : Motion/tampering detection; audio detection; network disconnection detection; IP conflict detection; memory card state detection; memory space detection 12) Network Protocol: SFTP, IPv6, IPv4, DNS,RTCP, NTP, RTP, HTTP, HTTPS, SNMP TCP/IP, PPPoE, NFS, UDP, ICMP, SSL, DHCP, SMTP, RTSPS, unicast, open source VMS 13) System Capability: ONVIF, Camera shall support open source VMS
14) Ethernet: 1 RJ 45 10/100 Ethernet port 15) Audio : It should support 1 x Built-In Mic and 1/1 Alarm In/ Out for External Mic. and Speakers as per site requirement. 16) Power Input: The camera should support simultaneous dual power input—12 VDC (via power adapter) and PoE (802.3af)—to ensure continuous operation in the event of a failure in one power source. 17) Power Requirement: 12VDC/24 VAC/PoE (802.3af)/ePoE 18) Housing/ Enclosure:- IP67 weather proof, IK10, Metallic body 19) Operating Condition:- Ambient Temperature:- ( )05°C to 50°C, humidity 95% (max) (non-condensing) 20) IR life: 40000 hours or higher 21) Video Bit rate: 32 KBPS - 8 MBPS or better 22) Standards: BIS with ER, STQC Certified, CE, FCC and RoHS
DSR-40.4.1 4MP @ 25/30fps@1440P (2560 x 1440) Outdoor Bullet Camera with 2.8/ 3.6/6/8/12 mm fixed lens (as per site requirement) 2 10063.00 Each 20,126.00
42 DSR-40.11 Supplying Installation Testing and Commissioning of following Channel Network Video Recorder (NVR) with camera licenses to record for all channels having specifications and features etc as mentioned below : 1) Network Video Recorder Embedded/ Installed OS (Linux) along with Camera Licenses to record per NVR and to provide a live view, storage and simultaneousl Multi-channel playback of all IP camera or more and must be ONVIF with minimum support of 384 Mbps incoming Bandwidth. 2) NVR should support video compressions : H.265 or better, H.264, MJPEG. 3) Must support 1 channel RCA Input, 2 channel RCA Output for Two-way Talk with G.711U/A, G.711u, PCM, G726 audio compressions. 4) Intelligent auto power on when power resumes after power outage. 5) Storage: It should support minimum 8 SATA Slots with 20TB capacity/ Slot and RAID support of RAID 0/1/5/6/10. 6) Connectivity Interface : 2 Nos. x 10/100/1000 Mbps Ethernet Ports, 1x RS485, 1x RS232, 1x eSATA Port 7) Backup Interface : Its should have 4 Nosx USB port (2x USB3.0, 2xUSB2.0)
8) Video Output Ports: 2x HDMI and 2 VGA 9) Alarm Ports: It should have 16/8 Ch In/ Out ports to connect various type of external sensors and output devices like hooter/ Siren etc. 10) Email & SMS Altert options: Option for SMS/ Email Alerts to minimum 5 designated mobile number for power failure, HDD failure, vandalism, tempring, network disconnection and panic 11) Web & Mobile Application: Web, Mobile app ( For iPhone, iPad, Android Phone) for alerts and viewing. 12) Protocols: HTTP, HTTPS, TCP/IP, IPv4/IPv6, UDP, DHCP, DNS, SMTP, UPnP, IP Filter, PPPoE, FTP, DDNS, Alarm Server, IP Search, Multicast, Auto Registration, ONVIF (Profile T, Profile S, Profile G), CGI, SDK and OEM Cloud for remote monitoring without any public IP need. 13) Standards: CE, FCC, RoHS, BIS Certified 14) Power Supply : Should support AC100-240V, 50/60Hz Power supply.
15) Operating Condition : -5°C to 50°C, humidity 90% (max) (non-condensing) 16) The VMS application shall support all the features & functionalities of the offered cameras. 17) VMS should consist Licenses for all channels to record Cameras with General, motion detection, intelligent, alarm and POS recording modes. VMS should be provided with Camera Licenses , with no dependency of VMS licenses by binding with the MAC address of the cameras to achieve the functionality. 18) The NVR OEM shall be responsible for providing a mobile application compatible with both Android and iOS devices, enabling remote monitoring and playback of cameras/NVR footage. 19) The OEM must provide its own DDNS server hosted in India, eliminating the need for a public IP address for remote monitoring over the Internet. 20) Must support Continuous, Alarm, Motion, Instant, Panic Recording Mode 21) It should support Resolution: 32MP; 24MP; 16MP; 12MP; 8MP; 5MP; 4MP; 1080p; 720p; D1; CIF; QCIF 22) When alarm recording is enabled and an event occurs, you can click the alarm icon on monitoring page to view the alert details. The snapshot function is supported on monitoring and playback page
23) The Network Video Recorder (NVR) shall be configured to send email whenever a system message is created or an alarm event occurs. The email server shall be a valid SMTP server. Each recipient email address shall be configured to receive any combination of critical, warning, or informational messages or alarm notifications. When an alarm occurs, the email message includes the NVR name, time of alarm and a list of camera that is configured to record upon alarm 24) It should have Web and GUI interface. 25) Built-In Artificial Intelligence: NVR should have built-in AI :-- 2 Channel face detection and recognition, - Minimum 4 Channel perimeter protection, - Minimum 8 Channel Smart Motion Detection 26) Face Recognition Database Capacity: It should support total Blacklist and Whitelist capacity of Minimum 20,000 Faces or more with Face Detection speed of 12 face images/sec and facility to add Name, gender, birthday, address, credential type, credential No., countries & regions and state to each face image. 27) Face & Human Attributes Search: Search Pictures/ Video by Gender, age group, glasses, expressions, face mask, beard, Top color, top type, hat, bag, age, gender and umbrella. 28) ANPR Capability: It should support ANPR Camera with License plate, plate color, vehicle body, vehicle model, vehicle logo, calling, seatbelt, vehicle registration location etc vehicle attributes
29) Alarm Notifications based on: Motion detection, video tampering, video loss, scene changing, PIR alarm, Camera external alarm, Face detection, face recognition, perimeter protection (intrusion and tripwire), ANPR, people counting, stereo analysis, crowd distribution, heat map, Disk Full, Storage Error, IP Conflict and abnormal behavior of fan, cybersecurity exception 30) Alarm Notification should be linked with Recording, snapshots, Camera external alarm output, buzzer, logs, presets and email. 31) General AI Based Search: Search Pictures by channel, time, event type, target classification (Fall Detection, People Approach Detection, People No. Exception Detection, People Staying Detection, Violence Detection. 32) Smart playback function: Should support smart search for the selected area in the video and smart playback to improve the playback efficiency 33) VCA (Video Content Analytic): Should support multiple video contented analytics based on camera analytics 34) Analytics by NVR: Perimeter protection and face recognation
43 DSR-40.11.1 32 Channel Network Video Recorder (NVR) having display split :- Main screen: 1/4/8/9/16/25/32(36), 2nd screen: 1/4/8/9/16 1 64784.00 Each 64,784.00
44 DSR-40.12 Supplying, Installation, Testing and Commissioning following capacity Serveillance grade Hard Disk with upto 256MB/s Transfer Rate, 256 MB Cache, 7200 RPM Disk Speed, 3.5 inch form factor, SATA Interface, BSMI, ICES-003/NNB-003, CE, FCC, KC, Maghreb, RCM, UKCA, VCCI, CB-Scheme, TUV, UL Certifications.
45 DSR-40.12.1 4TB (Terabytes) 1 13943.00 Each 13,943.00
46 DSR-39.1 Supplying, installation, Testing and commissioning of following capacity 8 port Layer 2 indoor Network Switch having features and specifications etc. as mentioned here under: Minimum 8 X RJ-45 Gigabit Ethernet Ports and additional 2 X 1G SFP Ports with non-blocking architecture by having Switching capacity of minimum 20Gbps and packet forwarding rate of 14Mpps or higher, 8K MAC table. Internal dual AC Power supply with operating temperature of -5 0C to +50 0C. Jumbo frame: 10KB or higher, IGMP Snooping, IGMP snooping querier and support for IGMP Snooping Fast Leave, Should create 250 or more MLD groups, MLD Snooping, Per VLAN MLD Snooping C MLD Snooping Fast Leave, STP, RSTP, MSTP, Loopback detection, Multicast filtering, VLAN Tagging, ǪOS: 8 Ǫue per port, WRR, IPv4/IPv6 Interface : minimum 100 IPv4 static route entries and minimum 50 IPv6 static route entries, 700 Acess Control entries, SSH CSSL for IPv4 and IPv6, 802.1x, ARP Spoofing, DHCP Snooping and server screening, IP+MAC+Port Binding, Per Port Bandwidth Control, 802.1X Authentication (Supports local/RADIUS database, Port-based Access Control and EAP, OTP, TLS, TTLS, PEAP Support) Cable Diagnostic feature, LLDP, LLDP-MED, SNTP/NTP, RMON, SNMP v1,v2c, v3 and SNMP Traps. Certifications: UL, CE, FCC, RoHS, MTCTE, OEM/Product must be on Trusted Telecom Portal of Department of Telecommunication, Government of India etc. complete as required.
DSR-39.1.1 8 port PoE Layer 2 Network Switch with PoE Support of 130W or higher with each copper port supporting 802.3at PoE+. 1 35091.00 Each 35,091.00
47 DSR-42.4 Supplying, Installation, Testing and Commissioning of following size LED display (LED monitor) industrial grade with 3840x2160 resolution or better, USB playback, bluetooth and miracast connectivity, 4X HDMI 2.0, DP 1.2, HDR 10/10+, brightness: 500-nitsor better, Video wall mode should be available, contrast ratio: 1200:1, OPS slot, viewing angle (H/V): 170°/ 170°, response time less than 12ms, Display control shall be on monitor screen and programmable with remote (remote shall be supplied with system), Key Board, Optical Mouse, etc. as required.
DSR-42.4.1 32 Inch or larger 1 39590.00 Each 39,590.00
48 1.58 Supplying and drawing of UTP 4 pair CAT 6 LAN cable in the existing surface/ recessed PVC conduit as required.
1.58.1 1 run of cable 100 52.00 Metre 5,200.00
49 DSR-39.23 Supplying and fixing of following size Wall Mount Rack having Fixed Structure with 0.8mm CRCA Sheet, completely knocked-down condition (CKD) Shape, Vertical Mounting Rail 1.6 mm with 'U'Marking, Minimum 2 cable entry/exit provision at Top and bottom with rubber protection, Front 5mm Toughened Glass with lock, wall mounting kit, Powder coated Color- RAL- 7035, complied with UL & RoHS, 2 x 6 sockets 16A power distribution units, 3 numbers closed cable organizer, Hardware mounting screws packet of 20 x 1 number, etc. complete as required.
50 NS SITC of HDMI cable 5 metr as required. 1 2250.00 Each 2,250.00
51 1.21 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.
52 DSR-39.18 Supplying, drawing, Testing and commissioning of Cat6A UTP 4 pair, 23 AWG solid copper cable in existing conduit/ on surface, U/FTP, LSZH, Non Plenum, Horizontal (solid) Cable suitable for high speed data networking application supporting upto 10Gbps over a 100 meter channel. The 4 Unshielded Twisted Pairs (UTP) cable with color coded insulation for easy indentification should have FLAME PROPERTIES i.e. Flammability Test - IEC 60332-1, Smoke Density - IEC 61034, LSZH standards compliance: ANSI/TIA-568 C.2, ISO/IEC 11801, IEEE 802.3an, RoHS. Delay Skew should be < 45NS. The outer Cable Diameter should be 7.5 + 2 mm. Cable should have been tested and verified by UL/ ETL etc. complete as required.
53 DSR-39.15 Supplying, Installation, Testing and commissioning of CAT6A Copper Information Outlet (IO) with face plate of color as per site requirement, should have ETL/UL verification program certificate for compliance with ANSI/TIA-568.2-D. All copper Cable and Components should be from same OEM to maintain compatibility and interoperability etc. complete as required. 12 302.00 Each 3,624.00
54 NS Supply , Installation , Testing and Commissioning of loaded 24 port CAT6A jack panel for CAT6A cable termination at rack end. Approved 1 4500.00 Each 4,500.00
55 DSR-39.13 Supplying, Installation, Testing and commissioning of following CAT6 Patch Cord should have ETL/UL verification program certificate for compliance with ANSI/TIA-568.2-D etc. complete as required
39.13.1 Copper Patch Cords of length 1m (3ft) 12 173.00 Each 2,076.00
56 DSR-39.13 Supplying, Installation, Testing and commissioning of following CAT6 Patch Cord should have ETL/UL verification program certificate for compliance with ANSI/TIA-568.2-D etc. complete as required
39.13.2 Copper Patch Cords of length 3m (10ft) 12 405.00 Each 4,860.00
57 NS Supply , Installation , Testing and Commissioning of 1, 2 and 4 port face plate white for I/O fixing at user side. Approved Makes: Belden/Siemon/Panduit/Leviton 12 45.00 Each 540.00
58 DSR-39.23 Supplying and fixing of following size Wall Mount Rack having Fixed Structure with 0.8mm CRCA Sheet, completely knocked-down condition (CKD) Shape, Vertical Mounting Rail 1.6 mm with 'U'Marking, Minimum 2 cable entry/exit provision at Top and bottom with rubber protection, Front 5mm Toughened Glass with lock, wall mounting kit, Powder coated Color- RAL- 7035, complied with UL & RoHS, 2 x 6 sockets 16A power distribution units, 3 numbers closed cable organizer, Hardware mounting screws packet of 20 x 1 number, etc. complete as required.
59 39.5 Supplying, installation, Testing and commissioning of 10 Giga Bandwidth Data Centre Network Switch of 48port Layer 3 having features and specifications etc. as mentioned here under: - ToR/EOR/Core Network Switch 48x 10GbE SFP+, 6x 100GbE QSFP28, RPS, with Console Port, Management Port and 1 x USB 2.0 Type A port, The switch must provide a switching capacity of no less than 2.16 Tbps and a forwarding rate of at least 1600 Mpps, ensuring non-blocking performance for high-bandwidth applications. It should support hot-swappable dual power supply modules (AC or DC) for 1+1 redundancy and load sharing, as well as hot-swappable, front-to-back airflow fan trays with N+1 redundancy to ensure continuous availability. IEEE 802.1X support for port-based and MAC-based authentication should be available, along with integration for RADIUS and TACACS+ authentication services. 1 1055981 Each 1,055,981.00
Guest VLANs, DoS prevention, and management access restrictions are essential. SNMP v1/v2c/v3, syslog, sFlow, and support for autoconfiguration via DHCP. Support for OpenFlow v1.4, Netconf/YANG, and LLDP is required for modern network automation. Support ONIE (Open Network Install Environment), IEEE 802.1Q bb Priority-based Flow Control (PFC), OpenFlow v1.4, ERPS, IPv6 Tunneling, IP interfaces and supported, VXLAN, Private VLAN, Multicast VLAN, Guest VLAN Double VLAN (Q-in-Q), RoCEv2, PIM-SSM/SM, MSDP. Support High Availability with MLAG/VSS and Layer 2/3 VPNs Critical for Multi-tenant, Virtualized, and Containerized Environments. BGPv4/v6, OSPFv2/v3, IS-IS, RIPng. VRRP, ECMP, BFD, and route redistribution for high-availability routing. Support flexible routing domains and secure inter-segment traffic flow. Certifications: CE, FCC, MTCTE, OEM/Product must be on Trusted Telecom Portal of Department of Telecommunication, Government of India etc. complete as required.
60 DSR-39.7 Supplying, Installation, Testing and commissioning of indoor Wireless Access Point for Low Density use having features and specifications etc. as mentioned here under - Dual-band Wi-Fi6 (802.11ax) 574Mbps (2.4GHz) + 1200Mbps (5GHz), WI-FI 6 Certified, 1 x RJ45 console port, 1G LAN POE Port, factory reset, WPA/WPA2/WPA3™ Personal/Enterprise, WEP 64/128-bit, SSID broadcast disable, MAC address access control, Internal RADIUS server, SNMP, Customizable Captive Portal, Auto Channel, Works as Access Point, WDS, WDS with AP, Wireless Client, Web (HTTP), Secure Socket Layer (SSL), Traffic control, Support ATF/Fast Roaming/Band Steering, Supports enhanced security – WPA-PSK/WPA2 PSK/WPA3-PSK and RADIUS client, and Cipher negotiation, and MAC/ IP ACL for networks, Certifications: MTCTE, CE, FCC. Should also work as Standalone and must be Compatible with S/W & H/W Controller with addtional features like - Real-Time Monitoring and Alerts, Rich Advanced Features, Centralized Device Management, Role-Based Administration, Real-Time Monitoring, VLAN and Access Control, Auto RF Management and Bandwidth Optimization, Multi-SSID and Captive Portal Authentication.OEM/Product must be on Trusted Telecom Portal of Department of Telecommunication, Governmenof India etc. complete as required. 1 22739.00 Each 22,739.00
61 DSR-26.1 Supplying, installation, Testing & Commissioning of following capacity at full load (Unity Power Factor) ON LINE Uninterrupted Power Supply (UPS) system suitable for Single Phase input, Single Phase output AC Supply. The UPS shall include a Rectifier, inverter, battery bank suitable for 30 minutes back up (Battery VAH capacity shall not be less than 1600 VAH per KVA of UPS rating per Hour backup time) on full load (Battery shall be VRLA, SMF in ABS Container) and Static Bypass switch along with provision for manual bypass, suitable isolation transformer for additional protection against neutral faults etc. The UPS systems shall be Microprocessor based Digital Control, using Insulated Gate Bipolar Transistor (IGBT)'s both for the rectifier & inverter with PWM (Pulse Width Modulation) Technology. The quality of design, manufacturing and inspection process should confirm to the relevant Inter-national standards such as IEC/EN/VDE.
The operating efficiency of the UPS systems shall be >95% at 100% non-linear loads. Current total harmonic distortion(ITHD)/ total demand distortion (TDD) on the input grid shall be < 5% at 100 %load. (The required LC filters shall be included in UPS cost), extreme power factor kit to be include to limit the input pf to 0.99 and output power factor shall be unity (i.e. kw rating of the UPS shall be kva rating x 1 ) however UPS shall be suitable to take load at 0.7 laging to 0.7 leading power factor loads. UPS shall be suitable for incoming supply AC single phase 160-270V 50 Hz and delivering output AC supply true sine wave single phase 220/230/240 Volt, 50 Hz +/- 0.2Hz, Overload capacity of 120% for 10 mins and 150% for 1 minute. Operating temperature 0 to 40 0C, Relative humidity 0-95% non condensing, noise level less than 60db at 1 meter distance, Protection for Under voltage, over voltage, abnormal output voltage, battery over charging, output over current, short
circuit, battery deep discharge , 10 KV surge. Display for watt/VA,Amp and Voltage power parameters etc. UPS shall comply with low voltage electromagnetic compatibility (EMC) achieved as per EN 6204, EN6204 Part Iand Part 2, it shall be a Voltage and Frequency Independent (VFI) type UPS (as per standard IEC 62040-1, 2 & 3) . The UPS should be with IGBT Based Inverter Technology, Communication RS232/ RS485/ SNMP port open protocol for BMS integration as per approved by Engineering in charge. Required battery racks, DC breaker of suitable rating and interconnecting copper conductor cable of suitable size and connectors and all required accessories are inclusive in the cost. The UPS should have QR code which should contain drawing, test report OEM manual, Geo- Tag of manufacturing location etc
62 1.21 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.
63 DSR-17.1 Supplying Installation, Testing and Commissioning of on-grid Solar Photovoltaic Power Plant conforming to various applicable standards BIS, IEC, MNRE guidelines, the Central Electricity Authority Regulations and CPWD Specifications as amended up to date, consisting of Mono/Poly Crystalline silicon solar cells module, net metering facility, necessary control, protections, earthing, cabling, mounting structure, junction boxes, power conditioning units, Real time online web interfaced Data Monitoring System, Distribution panels, grid connecting arrangement, conduits, pipes, cable trays and other accessories etc. as required. 3 54280.00 kWp 162,840.00
a) High Energy Efficiency Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversione fficiency shall not be less than 23% at STC with temperature coefficient of Pmax better than -0.30% per 0C. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. Solar Modules shall be designed to operate in relative humidity upto 100% with temperature between -10 0C and +85 0C. Further, each PV module used in any solar power project must have Radio frequency identification tag with information such as name of manufacturer, month and year of manufacturing, country of origin (separately for Solar cell and module), I-V curve, Unique Serial No and Model No of the module, Wattage, Im, Vm and FF, name of test lab issuing IEC certificate.
b)Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 415 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC with a variation of 10% at nominal voltage. Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 0C, Minimum IP-65 for outdoor and Minimum IP 21 for indoor, Built-inmeter and data logger, MPPT, switching devices IGBT/MOSFETs and controller Microprocessor /DSP. operation including wake-up, synchronization & shutdown. The PCU shall be able to withstand unbalanced load conforming to IEC standard with shutdown/standby mode. It must be provided with grid islanding along with manual disconnect pole isolation switch besides automatic disconnection. Minimum protections: Mains Under / Over Voltage, Over current, Over/Under grid frequency, Over temperature, Surge voltage induced at output due to external source, Short-circuit, Lightening, Anti Islanding (for grid synch. Mode) and other protections as per applicable standards. LCD/LED display of minimum parameters: DC input voltage, DC current, AC Voltage and current (all 3 phases, in case of 3 phase), Instantaneous & cumulative AC output power, Daily DC energy produced and other parameters applicable standard. Communication interface RS 485 / RS 232.
c) Module mounting structure: The roof top solar plant generation units shall be installed by using supporting Aluminium/Galvanized MS structure (mass of zinc coating shall be as per IS4759 ) having minimum head room clearance of 2.4 meter above the terrace level / ground level. The mounting structure would be designed to sustain wind load and seismic parameter of the site of installation. All the structure shall be design as per applicable BIS code and the material shall also confirm the applicable BIS Code. Structural material shall be corrosion resistant and electrolytically compatible with the materials used in the module frame, its fasteners, nuts and bolts. The suitable arrangements for maintenance and cleaning shall be provided.
d) Real time online web interfaced Data Monitoring System complete with accessories for various parameters such as Solar Irradiance, temperature, AC Output Voltage and current, Output Power, Power factor, DC Input Voltage and Current, Time Active, Time disabled, Time Idle, Power produced and other parameters as per standard practices. e) Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and otheraccessories etc. as required. Each junction box shall be made of GRP/FRP/Powder Coated Aluminium /cast aluminium alloy with full dust, water & vermin proof arrangement with High quality Suitable capacity Metal Oxide Varistors(MOVs) (semiconductor diode with resistant applied voltage)/ surge arrestors and suitable Reverse Blocking Diodes, isolation switches isolate the DC input to Inverter, copper bus bar etc
f) Lightning, surge voltage protection, earthing protection and grid islanding. g) Cables: Connections & Interconnections by required size IR/UV protected XLPE insulated copper conductor 1.1 kV grade armored power and control cables(ISI Marked) along with supplying & fixing of necessary channel/conduit, GI cable trays, supports, lugs, thimble and other accessories etc. as required. h) DC Distribution Board And AC Distribution Panel Board: IP65, free standing, metal cladded, having copper bus bar, having required protection and control gears, connection-interconnection, etc. as required. Make-Tata Power/Adani/Vikram solar/Waaree/UTL
64 DSR-32.2 Supplying , Installation, Testing and Commissioning of Air Cooled Hi Wall split type Air conditioners complete with Indoor unit(IDU), Out door unit (ODU), surface / concealed copper Refrigerant piping with insulation (closed cell elastomeric nitrile rubber tubular pipe section) upto 3 Mtr (IDU to ODU), copper power cable upto 3.5 Mtr (IDU to ODU) i/c drain pipe R-32/R-410/ R-407 Green Refrigerant, wireless Remote control, suitable for working between 180260V with low & high voltage cutoff and 50 hz ,1 phase AC supply capable of performing cooling, dehumidification, air circulation of following capacity with Scroll / rotary compressor. The system shall be able to deliver 100% of the rated capacity upto 42 0C. Min 5 year OriginalEquipment Manufacturer (OEM) warranty both compressor and Printed Circuit Board (PCB). Must comply : Electrical cable IS 694 or IS 9968 temperature sensing control IS /International Electrotechnical Commission (IEC) 60730, hermetic compressor IS 10617, heat exchanger IS 11329, capacitor IS 2993 and motor IS 12615. Complete as per CPWD specification and IS : 1391 Part II 2023. The system shall be able to operate up to 50 0C (out door ambient temperature).
DSR-32.2.4 1.5 TR with 5 Star BEE Rating 5 43539.00 Each 217,695.00
65 DSR-31.14 Supplying, Installation, testing and commissioning including vaccumiazation and Nitrogen testing of following nominal sizes of soft/hard drawn copper refrigerant piping for VRV/VRF system, complete with fittings, with suitable adjustable ring type hanger supports, jointing/brazing including accessories, insulated with XPLE Class-O tubular insulation/with Class-O closed cell elastometric nitrile rubber tubular sleeves sections of 19 mm thick insulation as given below for Suction and Liquid lines, all accessories as per specifications etc. as required :
DSR-31.14.1 6.4 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm 25 256.00 Meter 6,400.00
DSR-31.14.3 12.7 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm 25 487.00 Meter 12,175.00
66 NS Supply and additional refrigerant charge of refrigerant R410/410A & equivalent Eco friendly green gas to compensate the additional piping done at site fot all systems including testing commissioning as required 1 1695.00 Kg 1,695.00
67 NS Supply and fixing of 20/24" ready made M.S. prepainted wall stand structure suitable for 1.5/2.0 TR split AC machine including all accessories. 20 1000.00 Each 20,000.00
68 NS Supply Installation testing and commissioning of Automatic Voltage Stablizer of capacity 4 KVA, Input voltage -130 +/- 10% and output-220 V +/- 10% of capacity & input range 130V to 280V . 5 4800.00 Each 24,000.00
69 NS Providing and fixing of CPVC, 6Kg/cm2 drain water piping with fittings, support and insulated with 6 mm thick closed cell elastomeric nitrile rubber insulation complete as per specifications.
Total Amount Of Electrification Work Rs.= 2,752,004.00
TOTAL AMOUNT OF BOQ ( CIVIL WORK + ELCTRIFICATION WORK RS.= 18,521,962.00
EXECUTIVE ENGINEER
BUILDIN DIVISION, MOTIHARI.
Material Statement
Sl. No. Description Quantity Unit Consumption of Materials
Cement (MT) Coarse Sand (cum) Stone Chips (cum) Bricks (nos.) Local Sand (cum)
1 Sand in filling in Foundation & Plinth. 3309.200 cum 0.000 0.000 0.000 0.000 3309.200
2 Brick flat soling 0.000 sqm 0.000 0.000 0.000 0.000 0.000
14 20 mm thick cement plaster (1:6) 0.000 sqm 0.0000 0.0000 0.00 0.00 0.00
16 20 mm thick cement plaster (1:3) 0.000 sqm 0.0000 0.0000 0.00 0.00 0.00
17 12 mm thick cement plaster (1:6) 0.000 sqm 0.0000 0.0000 0.00 0.00 0.00
18 12 mm thick cement plaster (1:3) 0.000 sqm 0.0000 0.0000 0.00 0.00 0.00
19 6 mm thick cement plaster (1:4) 0.000 sqm 0.0000 0.0000 0.00 0.00 0.00
20 Ceramic floor tiles 0.000 sqm 0.0000 0.0000 0.00 0.00 0.00
21 Ceramic wall tiles 0.000 sqm 0.0000 0.0000 0.00 0.00 0.00
23 Plinth protection 0.000 sqm 0.0000 0.0000 0 0.00 0.00
24 Kota stone flooring (1:4) 0.000 sqm 0.0640 0.0000 0 0.00 0.00
25 Kota stone in skirting (1:3) 0.000 sqm 0.0640 0.0000 0 0.00 0.00
26 Neat Cement punning 0.000 sqm 0.0000 0.0000 0 0.00 0.00
CARRIAGE CALCULATION CHART
Sl. No. CARRAIGE OF MATERIALS Lead (Km) Distt. Gr. No. Qty. Unit Rate (Rs.) Amount Avg. KM Coarse Sand Avg. KM Stone Chips Difference in Cement for GAYA Comm. W.r.t. GAYA Difference in Bricks for GAYA Comm. W.r.t. GAYA CEMENT Bricks
1 2 3 4 5 6 7 8 9 10 11 12 13 PPC CEMENT (NEW) Designation 100 A Brick (NEW)
2 Sand (Source - MORHAR ) 52 0.000 CU.M 1274.79 0.00 GAYA 5012.16 GAYA 5023.58
3 Stone Chips (Source -MANPUR) 45 0.000 CU.M 1137.06 0.00 4 P +
ADD EXTRA COST OF MATERIAL FOR GAYA COMM. W.R.T GAYA AS PER SOR BCD
7 Bricks 0.000 THOUSAND 0.00 0.00 0.00
8 Cement 0.000 M.T. 0.00 0.00 0.00 GROUP NO. -
ADD/LESS COST OF STEEL FOR NEW SOR W.R.T OLD SOR +15% CP and Over Head
Multiplying factor 1.0536 for 18% GST (instead of 12% GST as per BCD Analysis 2022) Total (B)= 1,082,473.91
0.000 CU.M 1287.54 0.00 Sl Name of School District Chips Sand Freight Rate (class-150) Distance (Kilometres) FREIGHT PER TONNE
0.000 CU.M 1148.43 0.00 Source By Rail Source By Road Source By Road BLOCK PANCHAYAT DISTRICT Class 150
0.000 THOUSAND 950.70 0.00 1 ACR GAYA Manpur 0 Manpur 40 MORHAR 52.0 Patna 0.00
8mm dia -7092.63 -6167.5 -7163.56 CEMENT Bricks
-70.93 PPC CEMENT (NEW) Designation 100 A Brick (NEW) ( 476 kms.) - ( 500 kms.) 620.40
RURAL PATNA 5699.97 PATNA 5239.11 ( 501 kms.) - ( 525 kms.) 678.90
-88.87 MUZAFFARPUR 5879.30 MUZAFFARPUR 5310.59
-83.98 BHAGALPUR 5799.85 BHAGALPUR 5310.59
-88.81 SAHARSA 5985.99 SAHARSA 5454.66
Carraige for DIET Building 244
Sl Place of DIET Building Division Chips Sand Zone S.B.C Freight Rate (class-120)
Source By Rail Source By Road Source By Road Source By Rail
1 BITE MUSAPUR, KATIHAR PURNIA Mirza Chauki (Pakur) 187 Purnia yard 37 Jagdishpur 94 -- -- IV 7.0 258.00
2 BITE DARIYAPUR, EAST CHAMPARAN MUZAFFARPUR Sheikhpura 162 Betiyah Yard 20 Doriganj 106 -- -- IV 7.0 230.90
3 BITE MADHOPATTI, DARBHANGA DARBHANGA Sheikhpura 152 Darbhanga 16 Lahisari 133 -- -- V 7.0 230.90
4 BALMIKINAGAR, WEST CHAMPARAN MUZAFFARPUR gaya 244 Bapu Dham Motihari Yard 20 Doriganj 214 -- -- IV 7.0 150.20
5 DIET NOORSARAI, NALANDA PATNA Manpur 57 Local river 5 -- -- IV 7.0 0.00
6 DIET NARAR, MADHUBANI DARBHANGA Sheikhpura 152 Khajauli Yard 25 Lakhisarai 135 -- -- V 7.0 230.90
7 DIET TIKKAPATTI, KATIHAR PURNIA Mirza Chauki (Pakur) 187 Purnia yard 37 Jagdishpur 94 -- -- IV 7.0 258.00
8 CHHATAUNI, EAST CHAMPARAN MUZAFFARPUR Tinpahari 50 Bapu Dham Motihari Yard 15 Doriganj 155 -- -- IV 7.0 150.20
9 DIET SONEPUR, SARAN SARAN Sheikhpura 215 Chapra Rail Yard 35 Doriganj 35.33 -- -- IV 7.0 283.20
10 DIET SIWAN, SIWAN SARAN Sheikhpura 215 Chapra Rail Yard 35 Doriganj 35.33 -- -- IV 7.0 283.20
11 DIET PUSA, SAMASTIPUR DARBHANGA Sheikhpura 152 Darbhanga 43 Lakhisari 127 -- -- IV 7.0 230.90
12 DIET DUMRAON, BUXAR PATNA Karvandiya 88 Koilawar 75 -- -- IV 7.0 0.00
13 DIET MOHANIA, KAIMUR PATNA Karvandiya 114 Lakhisarai 90 -- -- IV 7.0 0.00
14 DIET BABUTOLA, BANKA BHAGALPUR Mirza Chauki 65 Jagdishpur 45 IV 7.0 0.00
15 DIET KISHANGANJ, KISHANGANJ PURNIA Mirza Chauki (Pakur) 187 Purnia yard 37 Jagdishpur 94 -- -- IV 7.0 258.00
16 DIET FORBESGANJ, ARARIA PURNIA Mirza Chauki (Pakur) 187 Purnia yard 37 Jagdishpur 142 -- -- IV 7.0 258.00
17 DIET LAKHISARAI, LAKHISARAI MUNGER Shekhpura 44 Lakhisarai 16 -- -- IV 7.0 0.00
18 DIET THAWY, GOPALGANJ SARAN Sheikhpura 215 Chapra Rail Yard 35 Doriganj 35.33 -- -- IV 7.0 283.20
19 DITE MADHUPURA, MADHUPURA PURNIA Mirza Chauki (Pakur) 187 Purnia yard 37 Jagdishpur 104 -- -- IV 7.0 258.00
20 DITE TARAR, AURANGABAD GAYA Karbandiya 62 Koilawar 99 IV 7.0 0.00
CARRAIGE COST OF MATERIALS ")
1. Coarse Sand = Lead - ( 52 kms.) Doriganj
2. Stone Chips = Source - Manpur Lead = 1 US+ 4 P+ 244 R+ 20 P Kms
Quarry to Railway yard Lead :- 5 Kms.
Unsurface Road :- 8 / 5 x 13.50 x 1 = Rs. 21.60
Surface Road :- 8 / 5 x 11.20 x 4 = Rs. 71.68
Loading at quary site and unloading
at Manpur Rly. Yard. = Rs. 195.10
Loading on Railway wagon and
unloading at Manpur Yard. = Rs. 195.10
Manpur to Manpur Railway yard distance = 244.00 Kms
Rly. Frieght Rates for 244.00 Kms. = Rs. 425.30 / MT
Add 2% development surcharge = Rs. 8.51
Add 7% Busy season surcharge = Rs. 30.37
Terminal Charge (OTC + DTC) = Rs. 80.00 / MT
Rly. Frieght in M³
So, carriage cost from Manpur Rly yard to Manpur Rly yard
Manpur to Work Site By Road, Lead 20 Kms (P)
Carriage Cost = 8 / 5 x 11.20 x 20 + 195.10
Total Carriage Cost = Rs. ( 1471.17 + 553.50 )
3. Local Sand = Lead - ( 2 P + 1 K )
4. Bricks = Lead - ( 7 P + 1 K )
= 832.11 / thousand
= 941.28 / thousand
5. Cement / Steel = Lead - 3 Kms (P)
Cement Carriage = Rs. 492.75 / 20
Cost / Bag = Rs. 24.64 / Bags
Junior Engineer Assistant Engineer Executive Engineer
Carriage of Materials
Name of Material : Sand
Truck Capacity 5 Cum
Loading Unloading 121 Cum
Distance from source to work site
Pucca = 45 Km. Kaccha = 0 Km.
Add labour cess @ 1% = 5.46
Carriage of Materials
Name of Material : Chips
Truck Capacity 5 Cum
Loading Unloading 121 Cum
Distance from source to work site
Pucca = 168 Km. Kaccha = 0 Km.
Add labour cess @ 1% = 17.07
Total = 1723.99
Carriage of Materials
Name of Material : Bricks
Truck Capacity 5 Cum
Loading Unloading 121 Cum
Distance from source to work site
Pucca = 7 Km. Kaccha = 1 Km.
Add labour cess @ 1% = 4.76
Carriage of Materials
Name of Material : Local Sand
Distance from source to work site
Pucca = 2 Km. Kaccha = 1 Km.
Add labour cess @ 1% = 1.63
Carriage of Materials
Name of Material : Rabish
Distance from source to work site
Pucca = 7 Km. Kaccha = 1 Km.
Add labour cess @ 1% = 2.10
Carraige for exmaination Hall
Sl Name of College Chips Sand
Source By Rail Source By Road Source By Road Source By Rail
1 Rajendra College, Chapra Sheikhpura 215 Rail Yard Chapra 3 Doriganj 14 -- --
2 R. K. College, Madhubani Sheikhpura 207 Khajauli Yard 31 Quil 180 -- --
3 M S College, Motihari Sheikhpura 246 Bapu Dham Motihari Yard 3 Doriganj 119 -- --
4 MJK College, Motihari Sheikhpura 289 Betiyah Yard 4 Doriganj 194 -- --
5 RD&DJ College, Munger Mirza Chauki 119 Munger Yard 5 Quil 55 -- --
6 LS College Muzaffarpur Sheikhpura 162 Narayanpur Anant 5 Doriganj 105 -- --
7 Sunderwati Mahila college, Bhagalpur -- -- Mirza Chauki 65 Jagdishpur 50 -- --
8 CM Science College, Bhagalpur Sheikhpura 152 Darbhanga 3 Quil 153 -- --
9 Rajendra Mishra College Saharsa Sheikhpura 194 Saharsa 1 Quil 125 -- --
10 HD jain College Arrah -- -- Karvandiya 114 Koilawar 25 -- --
11 Purnia College, Purnia Mirza Chauki 187 Purnia Yard 5 Chapra 74 -- --
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