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Tender Value
₹85.4 L
EMD Value
₹1.7 L
Closing Date
10 Jun 2026, 3:00 pm5d left
EXECUTIVE ENGINEER, MADHEPURA DIVISION
EXECUTIVE ENGINEER
Madhepura Division
Vijay Kumar
CHIEF ENGINEER
Construction of PROPOSED EXECUTIVE ENGINEER RESIDENCE PUBLIC HEALTH ENGINEERING DIVISION, Madhepura District- Madhepura.
132827
NIT 04 PH BUILDING MDP PHED 2026-27(R1)/Group-1
Open Tender
CIVIL
Madhepura
• Earnest Money
• Registration Paper of the appropriate class of PHED, Govt of Bihar
• PAN Card No
• GST registration in the state of Bihar and a copy of the certificate.
• Affidavit (as per the latest stamp rule after publication of this tender) regarding Debarment / Black listing and Rescission of Contract
• previously awarded to him within the P.H.E. Purnia Zone, Purnia. Affidavit from the notary certifying that the bidder/ contractor has completed 80%/more than 80%/completed
• Power of attorney/partnership deed/MOU of private limited company, etc., if applicable.
• Details of Skilled/Technical Staff
• Valid Email ID and Mobile no. for communication
• Character certificate
• Details of Tools & Plant.
• Any Other Document
CIVIL
PERCENTAGE
L1
1
12 documents required · 12 mandatory
₹10,000
Processing Fee: 3540
₹1.7 L
3 Jun 2026
3 Jun 2026
10 Jun 2026
3 Jun 2026
10 Jun 2026
3 Jun 2026
NIT NO- 04/ PH_BUILDING_MDP_PHED 2026-27(R-1)
TECHNICAL BID Group-1
Name of Work CONSTRUCTION OF EXECUTIVE ENGINEER RESIDENCE BUILDING AT PUBLIC HEALTH ENGINEERING DIVISION, Madhepura AT DIST - Madhepura Cost of Work as per BOQ Rs 85,40,000.00 Time of Completion (in months) 9 8540000
NIT NO- 04/ PH_BUILDING_MDP_PHED 2026-27(R-1) Gr. No. 1
Sl No. Items Requirement
Name of the contractor
Address of the contractor
1 Earnest Money (A) As prescribed in Tender document duly pledged in Favour of Executive Engineer, P.H. Division,Madhepura
Earnest money - Rs.
2 Registration Paper of appropriate class of PHED, Govt. of Bihar
4 Latest sales tax registration in state of Bihar
5 Details of Tools and Plant ( approapriate Rig machine ownership papers/ registered deed )
6 Affidavit from the notary certifying that the bidders/ contractor has completed 80%/OR more than 80%/completed the work previously awarded to him.
7 Work Experience of Similar nature 0.25
8 Turn over last Five Years ( Performance Report of Last three Years/Details of Work Done Last three Years) 0.5
9 Availibity of Self Investment in prescribe format for ITB 0.25
10 Availibility of credit facility as per clause of ITB 0.1
11 Power of attorney / partnership deed/MOU of private limited company etc. if applicable.
12 Details of Skilled/Technical Staffs
13 Character Certificate
PROJECT: Construction of PROPOSED EXECUTIVE ENGINEER RESIDENCE, PUBLIC HEALTH ENGINEERING DIVISION, Madhepura District- Madhepura.
DATE OF TENDER : 21-05-2026
ESTIMATED COST : 8540000
EARNEST MONEY :170800
TIME OF COMPLETION 9 months
COST OF BOQ Rs.10000.00 (through online payment only) +3540.00 (Beltron processing fee with other taxes through online payment only.)
Project :- Detailed Estimate for Construction of PROPOSED EXECUTIVE ENGINEER RESIDENCE PUBLIC HEALTH ENGINEERING DIVISION, Madhepura District- Madhepura.
Sl No SR Reference Item of Works Nos Length Width Height Quantity Unit Rate Amount
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
2 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead
3 2.28 Supplying and filling in plinth with local sand and under floors including, watering ramming consolidating and dressing complete.
Qty vide (1A) 95.33 Sqm
Drawing hall 1 1 12.00 16.00 192.00 Sft
Dining hall 1 1 15.00 14.33 214.95 Sft
Toilet 1 1 7.50 6.00 45.00 Sft
Toilet 1 1 8.00 5.00 40.00 Sft
Kitchen 1 1 8.75 12.00 105.00 Sft
Guest Room 1 1 14.00 12.00 168.00 Sft
Servent 1 1 9.41 10.00 94.10 Sft
Utility 1 1 5.50 6.83 37.57 Sft
Toilet 1 1 6.00 5.00 30.00 Sft
Stair Case 1 1 4.00 7.50 30.00 Sft
Counter top basin 1 1 5.25 6.00 31.50 Sft
In Front of Store 1 1 2.50 5.83 14.58 Sft
Passage near Toilet & Guest Room 1 1 4.33 5.83 25.24 Sft
Taking Plinth Height-1.5' From G.L 1856.60 1.500 2784.91 Cft
4 11. 72 providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per specification and direction of E/I
Qty vide (1A) 95.33 Sqm
Qty vide item-(2A2) 172.55 Sqm
5 5.9.1 Providing Centering and Shuttering including strutting, propping etc and removal of form for: foundations,footings,bases column
6 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4 (1 Cement; 2 coarse sand :4 graded stone aggregate 40 mm nominal size)
Qty vide item-(1A) 95.33 Sqm
Qty vide item-(2A2) 172.55 Sqm
7 5.9.6 Providing Centering and Shuttering including strutting, propping etc and removal of form for: Columns,Pillars, Piers, Abutments, Posts and Struts
Column Upto Plinth
Column Upto One Floor
Column Upto Mumty 113.94 Sqm ….(B)
Column Upto Parapet
(A+B+C) = 208.75 Sqm
8 5.33.1.1 Providing and laying in position machine batched, machine mixed andnmachine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-25 grde reinforcd cement concrete All works above plinth level upto floor V level
Trapezoidal=(a1+a2+√a1a2)xh/3 2 1 (2.82 + 0.60) 0.15 1.028 Cum
Trapezoidal=(a1+a2+√a1a2)xh/3 12 1 (3.91 + 0.71) 0.15 8.328 Cum
Trapezoidal=(a1+a2+√a1a2)xh/3 5 1 (5.33 + 0.69) 0.15 4.515 Cum
Trapezoidal=(a1+a2+√a1a2)xh/3 1 1 (5.78 + 0.00) 0.15 0.867 Cum
Trapezoidal=(a1+a2+√a1a2)xh/3 1 1 (6.78 + 0.00) 0.15 1.017 Cum
Column Upto Plinth
9 5.9.5 Providing Centering and Shuttering including strutting, propping etc and removal of form for: G.beam Lintels, beams, plinth bams, griders, bressumers and contilevers.
Plinth Band 0.000 Sqm
First Floor Lintel Band
Second Floor Lintel Band
Parapet Band 1 2 52.480 0.150 15.744 Sqm
First Floor Roof.Beam
Second Floor Roof.Beam
10 6.1.14C Providing fly Ash brick works (1:6) in in Fdn. And Plinth #REF!
Ramp 0 0 0 0 0 0 Cum
11 5.33.2.1 Providing and laying in position specified grade of reinforced cement concrete M25 Mix in Foundation and Plinth excluding the cost of centring ,shuttering, finishing an reinforcement -
Column Upto One Floor
Column Upto Mumty
Column Upto Parapet
12 5.9.19 Providing Centering and Shuttering including strutting, propping etc and removal of form for: Chhajja
Chhajja Backside & Front 1 2 78.33 2.00 313.32 Sft
Both Side 1 2 49.33 2.00 197.32 Sft
Basine Slab 1 1 8.42 2.00 16.84 Sft
Tringular Part 1 4 4.82 0.240 4.63 Sft
Window 1 4 9.24 0.40 14.78 Sft
Circular Column In front of Window 1 2 1.08 7.00 15.12 Sft
Projection of Portico 1 2 20.66 5.00 206.60 Sft
Projection of Mumty 1 2 14.08 4.92 138.55 Sft
Projection on First Floor 1 2 19.32 13.66 527.82 Sft
13 5.9.7 Providing Centering and Shuttering including strutting, propping etc and removal of form for: Stairs,(excluding landings) except spiral-staircaces.
14 5.9.3 Providing Centering and Shuttering including strutting, propping etc and removal of form for: Suspended floors, roots, landings, balcnies and access platform.
Roof Slab SD -1 1 2.260 1.800 -4.07 Sqm
Deduct Stair Room -1 1 3.630 2.250 -8.17 Sqm
Double height -1 1 3.630 4.870 -17.68 Sqm
Deduct Terrace -1 1 5.200 1.850 -9.62 Sqm
Deduct Terrace -1 1 6.450 5.740 -37.02 Sqm
Deduct Stair Room -1 1 3.630 2.250 -8.17 Sqm
Mumty Roof 1 1 3.700 5.025 18.59 Sqm
15 5.9.16.1 Providing Centering and Shuttering including strutting, propping etc and removal of form for:Edges of slabs and breaks in floors and walls-
Edge of Slab G.F 1 2 17.61 35.22 Mtr
Edge of Slab F.F 1 2 16.31 32.62 Mtr
Edge of Mumty Slab 1 2 3.70 7.40 Mtr
16 5.33.2.1 Providing and laying in position machine batched, machine mixed andnmachine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-25 grde reinforcd cement concrete Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.
First Floor Roof.Beam
Second Floor Roof.Beam
Waist Slab 1 4 2.25 1.05 0.2 1.89 Cum
Stair Steps 1 36 1.05 0.25 0.15 1.42 Cum
First Floor Lintel Band
Second Floor Lintel Band
Parapet Band 1 1 52.480 0.250 0.075 0.984 Cum
Mumty Parapet Band 2 1 4.140 0.250 0.075 0.155 Cum
Tringular Part 1 4 2.95 0.650 0.100 0.767 Cum
Tringular Part 1 1 1.52 0.650 0.100 0.099 Cum
Basine Slab 1 1 4.19 0.600 0.075 0.189 Cum
Tringular Part 1 4 4.82 0.600 1.460 16.889 Cum
Circular Column In Front Of Window 1 2 0.32 0.600 2.130 0.818 Cum
Projection of Portico 1 1 6.53 1.050 0.100 0.686 Cum
Projection of Portico 1 1 6.53 1.520 0.100 0.993 Cum
Projection of Portico 1 1 4.45 1.050 0.100 0.467 Cum
Projection of Portico 1 1 4.45 1.520 0.100 0.676 Cum
Projection of Mumty 1 1 4.14 3.100 0.125 1.604 Cum
Projection of Mumty 1 2 4.14 1.670 0.100 1.383 Cum
Lean to Roof 1 2 3.10 1.670 0.100 1.035 Cum
Lean to Roof 1 1 1.87 2.920 0.125 0.683 Cum
Projection on Terrace 1 1 3.96 1.050 0.100 0.416 Cum
Projection on Terrace 1 1 3.96 1.520 0.100 0.602 Cum
Projection on Terrace 1 1 5.46 1.050 0.100 0.573 Cum
Projection on Terrace 1 1 5.46 1.520 0.100 0.830 Cum
Projection on Terrace 1 1 2.15 1.050 0.100 0.226 Cum
Projection on Terrace 1 1 2.15 1.520 0.100 0.327 Cum
Deduct Stair Room -1 1 3.630 2.250 0.135 -8.17 Cum
Double height -1 1 3.630 2.250 0.135 -8.17 Cum
Deduct Stair Room -1 1 3.630 2.250 0.135 -8.17 Cum
Deduct Terrace 1 -1 1 5.200 1.850 0.135 -9.62 Cum
Deduct Terrace 2 -1 1 6.450 5.740 0.135 -37.02 Cum
17 5.22.7A Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete.
Qty vide all R.C.C = 153.33 Cum
Weight @ 130.00 Kg / Cum 17326.54 Kg
18 6.1.14C+6.3C Providing fly Ash brick works (1:6) in super structure.
Mumty Parapet 2 0 3.880 0.250 0.600 0.000 Cum
Lintel 5.885 Cum
19 6.1.12C + 6.3C Providing fly Ash brick work in 6 m (1:4) in super structure.
20 8.5 Extra for providing opening of required size & shape for wash basins /kitchen sink in kitchen platform. Vanity counters and similar location in marble/granite/stone work including necessary holes for pillar taps etc. including rubbing,moulding and polishing of cut edges etc. complete.
21 10.17 Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard designcomplete.
22 13.11.4 12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand)
Inside G.F Floor
Terrace Door 1 0 3.50 0.83 7.00 0.00 Cft
Inside F. Floor
In Front Of Toilet 1 2 (3.25 + 6.00) 10.00 185.00 Sft
Passage Near Toilet & Bedroom 1 2 (4.33 + 5.83) 10.00 203.20 Sft
Parapet Inside 1 1 195.23 4.83 942.94 Sft
Mumty Parapet 2 1 13.700 3.330 0.000 Sft
23 13.12.2 15 mm cement plaster on rough side of single or half brick wall of mix.1:4(1 cement: 4 coarse sand )
Outside Plaster. 1 2 33.92 23.50 1594.24 Sft
Mumty Outside 1 2 12.75 13.50 344.25 Sft
24 13.24.2 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand)
Drawing hall 1 1 12.00 16.00 192.00 Sft
Dining hall 1 1 15.00 14.33 214.95 Sft
Toilet 1 1 7.50 6.00 45.00 Sft
Toilet 1 1 8.00 5.00 40.00 Sft
Kitchen 1 1 8.75 12.00 105.00 Sft
Guest Room 1 1 14.00 12.00 168.00 Sft
Servent 1 1 9.41 10.00 94.10 Sft
Utility 4 1 5.50 6.83 150.26 Sft
Toilet 1 1 6.00 5.00 30.00 Sft
Stair Case 1 1 12.83 8.33 106.87 Sft
Drawing hall 1 1 12.00 16.00 192.00 Sft
Balcony 1 1 3.92 13.33 52.25 Sft
Dining hall 1 1 15.00 13.33 199.95 Sft
Toilet 1 1 7.50 6.00 45.00 Sft
In Front Of Toilet 1 1 3.25 6.00 19.50 Sft
Stair Case 1 1 12.83 8.33 106.87 Sft
Toilet 1 1 8.00 5.00 40.00 Sft
Passage Near Toilet & Bedroom 1 1 4.33 5.83 25.24 Sft
Terrace 1 1 17.08 5.92 101.11 Sft
Chhajja Backside & Front 1 2 78.33 2.000 313.32 Sft
Both Side 1 2 49.33 2.000 197.32 Sft
Basine Slab 1 1 13.75 2.000 27.50 Sft
Tringular Part 1 4 4.82 0.240 4.63 Sft
Circular Column In front of Window 1 2 1.08 7.000 15.12 Sft
Projection of Portico 1 2 20.66 5.000 206.60 Sft
Projection of Mumty 1 2 14.08 4.920 138.55 Sft
25 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with floating coat of near cement
Outside Below Plinth 1 2 34.16 1.50 102.48 Sft
26 13.80A.2 Providing and applying white cement based Putty of avg. 2mm thick
Qty vide item 22+23+24 2143.99 Sqm
27 13.78.2 Applying Priming coat of distemper Primer
Qty vide item 22 1272.83 Sqm
Qty vide item 24 374.66 Sqm
28 13.77A.1 Distempering with Oil bound washable distemper…do..do etc.
Qty vide item 27 Total 1647.49 Sqm 56.60 93248.00
29 13.46.1 Finishing walls with Acrylic smooth exterior paint…do..do etc.
Qty vide item 23 Total 496.50 Sqm 137.00 68021.00
` 11.20.2 Providing Precast terrazo tiles 22 mm thick…do..do etc
30 8.2.2.2 Providing and fixing 18 mm thick gang saw cut do - do all complet job
Landing 1 2 2.80 1.20 6.72 Sqm
Skirting 1 1 19.4 1 0.10 1.94 Sqm
Ent. Stair Riser 1 4 5.2 0.15 1.00 20.80 Sqm
31 8.3.2 Extra for Providing Edge moulding to 18 mm ..do…do
32 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.
Less for Opening
Less for Opening
33 11.40 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1 st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours such as white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc, complete
34 11.41.2 Providing and Laying Vitrfied floor tiles…do..do etc
Drawing Hall 1 1 12.00 16.00 192.00 Sft
Dining Hall 1 1 15.00 14.33 214.95 Sft
Kitchen 1 1 8.75 12.00 105.00 Sft
Guest Room 1 1 14.00 12.00 168.00 Sft
Servent 1 1 9.41 10.00 94.10 Sft
Utility 4 1 5.50 6.83 150.26 Sft
Drawing hall 1 1 12 16 192 Sft
Dining hall 1 1 15 13.33 199.95 Sft
In Front Of Toilet 1 1 3.25 6 19.5 Sft
Stair Case 1 1 12.83 8.33 106.8739 Sft
Shaft 1 1 3.25 5 16.25 Sft
Passage Near Toilet & Bedroom 1 1 4.33 5.83 25.2439 Sft
Bedroom 1 1 1 14.66 12 175.92 Sft
Beroom 2 1 1 14 12 168 Sft
35 11.47.2 Providing and Laying Vitrfied floor tiles…do..do etc
36 10.15.2.1 Providing and fixing pressed steel door confirming Profile C.
Terrace Door 1 1 (7.00 x 2 ) +3.50 17.50 Ft
37 9.21.1 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.35 mm thick including stainless steel butt hinges with necessary screwssqm
Terrace Door 1 1 3.50 7.00 24.50 Sft
38 9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete
39 9.119 Providing and fixing factory made P.V.C. door frame of size 50x47mm 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.
40 9.120.1 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S.frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick,95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined
41 9.147D.1 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and siliconsealent shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.
9.147D.3 Three track panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm).
42 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
43 13.81.3 Applying priming coat:With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works
44 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
Area vide item No- 43 423.00 Sft
Area vide item No- 36 153.50 0.92 141.22 Sft
45 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.).
Stair Railing 1 2 9.00 18.00 Rft
Wt @ 15Kg/Sqm Total 82.32 Kg 546.80 45011.00
46 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:
47 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete:
48 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:
49 9.101.2 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 8.00 Nos 60.80 486.00
50 17.1.1 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 : 3.00 Nos 4470.90 13413.00
51 12.39 Making khurras 45 x 45 cm do - do all complet job 6.00 Nos 189.40 1136.00
52 17.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : 4.00 Nos 6469.00 25876.00
53 17.7.1+17.8 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 : 4.00 Nos 4264.40 17058.00
54 17.70.2 Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms 6.00 Nos 325.10 1951.00
55 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. 4.00 Nos 1068.50 4274.00
56 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 4.00 Nos 424.00 1696.00
57 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms. 4.00 Nos 204.70 819.00
58 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.
59 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.
A 12.79.1.1 Coupler
B 12.79.3 Single Tee with Door
60 18.12 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :
61 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.
62 18.16 Providing and fixing brass stop cock of approved quality :
63 18.13 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
64 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
65 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :
66 4.17 Providing Plinth Protection 750 mm wide do - do all complet job
67 6.47A Providing 250 mm wide brick drain do - do all complet job
68 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1000.00 Ltr 9.70 9700.00
69 18.58.2.1 Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid 4.00 Nos 169.70 679.00
70 18.62.4 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.40 mm nominal bore, 206mm long, weighing not less than 690 gms 4.00 Nos 653.40 2614.00
71 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 3.00 Nos 434.20 1303.00
72 18.50.1 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15 mm nominal bore 5.00 Nos 715.10 3576.00
73 18.53.1 P/V and Fixing C.P brass angle Valve basine Mixer 5.00 Nos 500.40 2502.00
74 Carriage of Materials
b) Stone Chips 148.21 cum 1805.00 267519.00
c) Coarse Sand 164.54 cum 2327.73 383005.00
d) Local Sand (3 km) 271.89 cum 310.43 84403.00
Total 7329717.00
S.No. Item Of Work Set Nos. Measurement Quantity Unit Rate Rs. Amount Rs.
S.O.R Length Width Height
Septic Tank : - 1 Nos.
1. 2.8 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.
2. 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.
3. 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,
4. 4.1.3 Providing and laying in position cement concrete of specified grade of mix (1:2:4) exluding the cost of centering and shuttering-all work upto plinth level.
5. 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
Partition wall 1 2.050 0.125 1.200 0.308
6. 6.1.14A Providing 100A Brick work in cm 1:6 in foundation and plinth etc. all complite job.
7. 13.11.4 Providing 12 mm cement plaster of mix 1:6 ( 1 cement: 6 coarse sand) over wall etc. all complete jobs.
8. 13.26 Neat cement punning over plaster surface etc.
Area Vide Item No. 7 41.64 m2 40.50 1686.22
9. 5.9 Providing Centring and shuttering including strutting, propping etc. and removal of form for all complete.
5.9.1 For Foundation
baffle Wall 1 4 2.050 1.050 8.610
Partition wall 1 1 2.050 1.200 2.460
10. 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
11 carriage of Materials
i Coarse Sand ( Lead 24 Km) 10.219 m3 2327.73 23787.07
ii Stone Chips ( Lead 138 Km) 7.861 m3 1805.00 14189.11
Total 122957.00
S.No. Item Of Work Set Nos. Measurement Quantity Unit Rate Rs. Amount Rs.
S.O.R Length Width Height
R.W.H System : - 1 Nos.
1. 24.1.1 Boring/drilling bore well of 300 mm. dia. for casing/strainer pipe by suitable method prescribed in IS: 2800 (part-I) including etc. all complete jobs.
2. 24.4.2 Supplying, assembling, lowering and fixing vertical position in bore well with 150 mm. dia. UPVC pipe medium well screen pipe etc. all complete jobs.
3. 24.6 Supplying, filling and spreading gravels of size 5 to 10 mm. in recharge pit etc. all complete job.
4. 2.8 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.
For Recharge Pit 1 1.500 1.500 2.400 5.400
For Collection Chamber 1 1.500 1.500 1.500 3.375
5. 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.
For Recharge Pit 1 1.500 1.500 0.150 0.338
For Collection Chamber 1 1.500 1.500 0.150 0.338
Total 1.688 cum 287.30 485
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 specification and direction of E/l,
For Recharge Pit 1 8.600 0.250 2.150
For Collection Chamber 1 1.500 1.500 2.250
7. 4.1.3 Providing and laying in position cement concrete of specified grade of mix (1:2:4) exluding the cost of centering and shuttering-all work upto plinth level.
8. 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
For Recharge Pit 1 2.400 2.400 0.100 0.576
For Collection Chamber 1 1.500 1.500 0.100 0.225
9. 6.1.14A Providing 100A Brick work in cm 1:6 in foundation and plinth etc. all complite job.
For Recharge Pit 1 2 1.500 0.250 2.100 1.575
For Collection Chamber 1 2 1.500 0.250 1.200 0.900
10. 13.17.1 12 mm cement plaster in CM (1:3) with floating coat of neat cement etc. all complete jobs,
For Collection Chamber 1 4 1.000 1.200 4.800 m2
11. 13.26 Neat cement punning over plaster surface etc.
Area Vide Item No. 10 6.80 m2 40.50 275
12. 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
13. 0362 Supply of Brick Bats for recharge pit etc. all completete jobs.
14. 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.
110 mm diameter 20 m 257.50 5150
15. 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.
12.79.1 Coupler
110 mm diameter 10 each 120.00 1200
110 mm diameter 10 each 132.00 1320
16 carriage of Materials
i Local Sand ( 1K+2P) 5.879 m3 310.43 1825
i Coarse Sand ( Lead 24 Km) 4.462 m3 2327.73 10386
ii Stone Chips ( Lead 138 Km) 2.145 m3 1805.00 3872
TOTAL PART A +PART B + PART C 7528460.00
TOTAL WITH GST 7931985.00
FIRE FIGHTING WORKS
CODE NO. PARTICULARS UNIT QTY. RATE AMOUNT
I FIRE EXTINGUISHERS
1 Providing and fixing CO2 extinguisher consisting of seamless MS cylindrical body squeeze lever discharge valve, internal discharge tube, 30 cms long high pressure discharge hose, discharge nozzle ISI marked as per IS: 15683 including fixing with dash fasteners etc. complete.
a) Capacity 4.5 kg. Each. 1 16500.00 16500.00
2 Providing and fixing stored pressure Multipurpose fire extinguisher consisting of welded M.S. cylindrical body, squeeze lever discharge valve, 30 cms long high pressure discharge hose ISI marked as per IS:15683 including fixing to wall with brackets etc. complete.
a) Capacity 6 Kg. Each 1 3200.00 3200.00
NET AMOUNT IN Rs. Say, Rs. 19700.00
PART E (ELECTRICAL WORK)
SL.No. Code Details of Items Qty Unit Rate Amount
1 1.3 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 medium class PVC conduit with modular switch , modular plate, suitable size G.l. box etc as required.
Light Point- 52
Fan/Ex.-Fan point 18
call bell point 1
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 medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 90 per mtr 309.00 27810.00
3 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
1.7.1 2 X 1.5 sq mm+1X1.5 sq mm earth wire (c.w on pt.) 106 per mtr 201.00 21306.00
1.7.1 2 X 1.5 sq mm+1X1.5 sq mm earth wire (5A D.S pt.) 70 per mtr 201.00 14070.00
1.7.2 2 X 2.5 sq mm + 1 X 2.5 sq mm (For computer) 25 per mtr 246.00 6150.00
1.7.3 2 X 4 sq mm + 1 X 4 sq mm (for A.C.pt.) 60 per mtr 309.00 18540.00
1.7.11. 4 X 6 sq mm + 1 X 6 sq mm (for Light DB) 30 per mtr 660.00 19800.00
1.7.12 4 X 10 sqmm + 1 X 6 sqmm earthwire (for Power. DB) 30 per mtr 925.00 27750.00
4 1.15 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed PVC conduit as required
1.15.1 1x1.5 sq.mm (for inverter) 200 p.mtr 38.00 7600.00
5 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.
6 1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate/,switch box including connections but excluding modular plate etc. as req u ired. 10 each 358.00 3580.00
8 1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. 20 each 34.00 680.00
9 1.27 Supplying and fixing following size/ modules, GI box along with modular base and cover plate for modular switches in recess etc as required.
10 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 3 pin 5/6 amps. modular socket outlet and 5/6 amps. modular switch, connections etc. As required. 10 each 414.00 4140.00
11 1.32 Supplying and fixing suitable size Gl 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 etc. as as required. 12 each 531.00 6372.00
12 1.33 Supplying and fixing 2 pin, 5/6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 42 each 64.00 2688.00
13 1.34 Supplying and fixing batten/angle holder including connection etc as required. 20 each 80.00 1600.00
14 1.37 S/F electronic ding dong call bell suitable for single phase 230 volts complete bell as required. 1 each 240.00 240.00
15 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. 4 each 683.00 2732.00
16 1.55 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 amps modular socket outlet and 2 nos. 5/6 amps modular switch, connection etc. as required. 4 each 632.00 2528.00
17 1.57 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 4 nos. 5 pin 5/6 amps modular socket outlet and 4 nos. 5/6 amps modular switch, connection etc. as required. 2 each 1064.00 2128.00
18 2.9 Supplying and fixing following way, horizontal type three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required .(but without MCB/RCCB/Isolator)
2.9.1 4 way (4+12) double door, horizontal type 4 each 4184.00 16736.00
19 2.12 S/F following rating, 240/415 volts, 'C' curve circuit breaket suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as reqd.
2.12.1 6 A to 32 A, Single pole 40 each 237.00 9480.00
20 2.12 S/F following rating, 240/415 volts, 'C' curve circuit breaket suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as reqd.
24 3.21 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for earth electrode to fill up the excavated earth and earth inspection pit etc. as required. 1 per set 16675.00 16675.00
25 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 20 meter 144.00 2880.00
26 5.4 Supplying and fixing replaceable compact commercial batten suitable for Single T8 LED tube complete with 20 watt LED polycarbonate T8 tube with built in driver etc. directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. 20 each 834.00 16680.00
27 5.8 Supplying and fixing 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.
28 5.14 Supplying & fixing following types LED street light with minimum efficacy 100 Im/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 reqd.
29 8.5 Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required. 6 per set 1038.00 6228.00
30 6.1 Supplying & fixing of following types lamp in the existing electrical fitting/fixtures etc. As reqd.
6.1.5 12 watt LED lamp 20 each 239.00 4780.00
31 8.16 Supply and installation of regular/standard model A.C. ceiling fan of 1400 mm sweep with service value (CM/MM) minimum 4.10, Air delivery minimum 245 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. 12 each 2838.00 34056.00
32 8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required.
33 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 each 3670.00 3670.00
34 7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required.
7.7.10 70 sq.mm, 3.5 core (for main cable) 15 per mtr 748.00 11220.00
35 7.4.2 Above 35 sq. mm and upto 95 sq. mm (Clamped with 25 x 3 mm MS flat clamp) 20 p/mtr 109.00 2180.00
37 8.11 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting ofapproved shade after 7 tank treatment process, cable alley,internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator,ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc. 16 Sq.ft 1809.00 28944.00
38 1826 Copper strip/tape of different sizes 10 kg 871.00 8710.00
39 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. 1 p.mtr 6536.00 6536.00
40 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.
41 2.12 S/F following rating, 240/415 volts, 'C' curve circuit breaket suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as reqd.
42 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.
44 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.
Total Rs 588282.00
TOTAL= (PART A + PARTB + PARTC) + PART D + PART E
GRAND TOTAL SAY RS 8540000.00
NIT NO- 04/ PH_BUILDING_MDP_PHED 2026-27(R-1)
TECHNICAL BID Group-1
Name of Work CONSTRUCTION OF EXECUTIVE ENGINEER RESIDENCE BUILDING AT PUBLIC HEALTH ENGINEERING DIVISION, Madhepura AT DIST - Madhepura Cost of Work as per BOQ Rs 85,40,000.00 Time of Completion (in months) 9 8540000
NIT NO- 04/ PH_BUILDING_MDP_PHED 2026-27(R-1) Gr. No. 1
Sl No. Items Requirement
Name of the contractor
Address of the contractor
1 Earnest Money (A) As prescribed in Tender document duly pledged in Favour of Executive Engineer, P.H. Division,Madhepura
Earnest money - Rs.
2 Registration Paper of appropriate class of PHED, Govt. of Bihar
4 Latest sales tax registration in state of Bihar
5 Details of Tools and Plant ( approapriate Rig machine ownership papers/ registered deed )
6 Affidavit from the notary certifying that the bidders/ contractor has completed 80%/OR more than 80%/completed the work previously awarded to him.
7 Work Experience of Similar nature 0.25
8 Turn over last Five Years ( Performance Report of Last three Years/Details of Work Done Last three Years) 0.5
9 Availibity of Self Investment in prescribe format for ITB 0.25
10 Availibility of credit facility as per clause of ITB 0.1
11 Power of attorney / partnership deed/MOU of private limited company etc. if applicable.
12 Details of Skilled/Technical Staffs
13 Character Certificate
PROJECT: Construction of PROPOSED EXECUTIVE ENGINEER RESIDENCE, PUBLIC HEALTH ENGINEERING DIVISION, Madhepura District- Madhepura.
DATE OF TENDER : 21-05-2026
ESTIMATED COST : 8540000
EARNEST MONEY :170800
TIME OF COMPLETION 9 months
COST OF BOQ Rs.10000.00 (through online payment only) +3540.00 (Beltron processing fee with other taxes through online payment only.)
Project :- Detailed Estimate for Construction of PROPOSED EXECUTIVE ENGINEER RESIDENCE PUBLIC HEALTH ENGINEERING DIVISION, Madhepura District- Madhepura.
Sl No SR Reference Item of Works Nos Length Width Height Quantity Unit Rate Amount
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
2 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead
3 2.28 Supplying and filling in plinth with local sand and under floors including, watering ramming consolidating and dressing complete.
Qty vide (1A) 95.33 Sqm
Drawing hall 1 1 12.00 16.00 192.00 Sft
Dining hall 1 1 15.00 14.33 214.95 Sft
Toilet 1 1 7.50 6.00 45.00 Sft
Toilet 1 1 8.00 5.00 40.00 Sft
Kitchen 1 1 8.75 12.00 105.00 Sft
Guest Room 1 1 14.00 12.00 168.00 Sft
Servent 1 1 9.41 10.00 94.10 Sft
Utility 1 1 5.50 6.83 37.57 Sft
Toilet 1 1 6.00 5.00 30.00 Sft
Stair Case 1 1 4.00 7.50 30.00 Sft
Counter top basin 1 1 5.25 6.00 31.50 Sft
In Front of Store 1 1 2.50 5.83 14.58 Sft
Passage near Toilet & Guest Room 1 1 4.33 5.83 25.24 Sft
Taking Plinth Height-1.5' From G.L 1856.60 1.500 2784.91 Cft
4 11. 72 providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per specification and direction of E/I
Qty vide (1A) 95.33 Sqm
Qty vide item-(2A2) 172.55 Sqm
5 5.9.1 Providing Centering and Shuttering including strutting, propping etc and removal of form for: foundations,footings,bases column
6 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4 (1 Cement; 2 coarse sand :4 graded stone aggregate 40 mm nominal size)
Qty vide item-(1A) 95.33 Sqm
Qty vide item-(2A2) 172.55 Sqm
7 5.9.6 Providing Centering and Shuttering including strutting, propping etc and removal of form for: Columns,Pillars, Piers, Abutments, Posts and Struts
Column Upto Plinth
Column Upto One Floor
Column Upto Mumty 113.94 Sqm ….(B)
Column Upto Parapet
(A+B+C) = 208.75 Sqm
8 5.33.1.1 Providing and laying in position machine batched, machine mixed andnmachine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-25 grde reinforcd cement concrete All works above plinth level upto floor V level
Trapezoidal=(a1+a2+√a1a2)xh/3 2 1 (2.82 + 0.60) 0.15 1.028 Cum
Trapezoidal=(a1+a2+√a1a2)xh/3 12 1 (3.91 + 0.71) 0.15 8.328 Cum
Trapezoidal=(a1+a2+√a1a2)xh/3 5 1 (5.33 + 0.69) 0.15 4.515 Cum
Trapezoidal=(a1+a2+√a1a2)xh/3 1 1 (5.78 + 0.00) 0.15 0.867 Cum
Trapezoidal=(a1+a2+√a1a2)xh/3 1 1 (6.78 + 0.00) 0.15 1.017 Cum
Column Upto Plinth
9 5.9.5 Providing Centering and Shuttering including strutting, propping etc and removal of form for: G.beam Lintels, beams, plinth bams, griders, bressumers and contilevers.
Plinth Band 0.000 Sqm
First Floor Lintel Band
Second Floor Lintel Band
Parapet Band 1 2 52.480 0.150 15.744 Sqm
First Floor Roof.Beam
Second Floor Roof.Beam
10 6.1.14C Providing fly Ash brick works (1:6) in in Fdn. And Plinth #REF!
Ramp 0 0 0 0 0 0 Cum
11 5.33.2.1 Providing and laying in position specified grade of reinforced cement concrete M25 Mix in Foundation and Plinth excluding the cost of centring ,shuttering, finishing an reinforcement -
Column Upto One Floor
Column Upto Mumty
Column Upto Parapet
12 5.9.19 Providing Centering and Shuttering including strutting, propping etc and removal of form for: Chhajja
Chhajja Backside & Front 1 2 78.33 2.00 313.32 Sft
Both Side 1 2 49.33 2.00 197.32 Sft
Basine Slab 1 1 8.42 2.00 16.84 Sft
Tringular Part 1 4 4.82 0.240 4.63 Sft
Window 1 4 9.24 0.40 14.78 Sft
Circular Column In front of Window 1 2 1.08 7.00 15.12 Sft
Projection of Portico 1 2 20.66 5.00 206.60 Sft
Projection of Mumty 1 2 14.08 4.92 138.55 Sft
Projection on First Floor 1 2 19.32 13.66 527.82 Sft
13 5.9.7 Providing Centering and Shuttering including strutting, propping etc and removal of form for: Stairs,(excluding landings) except spiral-staircaces.
14 5.9.3 Providing Centering and Shuttering including strutting, propping etc and removal of form for: Suspended floors, roots, landings, balcnies and access platform.
Roof Slab SD -1 1 2.260 1.800 -4.07 Sqm
Deduct Stair Room -1 1 3.630 2.250 -8.17 Sqm
Double height -1 1 3.630 4.870 -17.68 Sqm
Deduct Terrace -1 1 5.200 1.850 -9.62 Sqm
Deduct Terrace -1 1 6.450 5.740 -37.02 Sqm
Deduct Stair Room -1 1 3.630 2.250 -8.17 Sqm
Mumty Roof 1 1 3.700 5.025 18.59 Sqm
15 5.9.16.1 Providing Centering and Shuttering including strutting, propping etc and removal of form for:Edges of slabs and breaks in floors and walls-
Edge of Slab G.F 1 2 17.61 35.22 Mtr
Edge of Slab F.F 1 2 16.31 32.62 Mtr
Edge of Mumty Slab 1 2 3.70 7.40 Mtr
16 5.33.2.1 Providing and laying in position machine batched, machine mixed andnmachine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-25 grde reinforcd cement concrete Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.
First Floor Roof.Beam
Second Floor Roof.Beam
Waist Slab 1 4 2.25 1.05 0.2 1.89 Cum
Stair Steps 1 36 1.05 0.25 0.15 1.42 Cum
First Floor Lintel Band
Second Floor Lintel Band
Parapet Band 1 1 52.480 0.250 0.075 0.984 Cum
Mumty Parapet Band 2 1 4.140 0.250 0.075 0.155 Cum
Tringular Part 1 4 2.95 0.650 0.100 0.767 Cum
Tringular Part 1 1 1.52 0.650 0.100 0.099 Cum
Basine Slab 1 1 4.19 0.600 0.075 0.189 Cum
Tringular Part 1 4 4.82 0.600 1.460 16.889 Cum
Circular Column In Front Of Window 1 2 0.32 0.600 2.130 0.818 Cum
Projection of Portico 1 1 6.53 1.050 0.100 0.686 Cum
Projection of Portico 1 1 6.53 1.520 0.100 0.993 Cum
Projection of Portico 1 1 4.45 1.050 0.100 0.467 Cum
Projection of Portico 1 1 4.45 1.520 0.100 0.676 Cum
Projection of Mumty 1 1 4.14 3.100 0.125 1.604 Cum
Projection of Mumty 1 2 4.14 1.670 0.100 1.383 Cum
Lean to Roof 1 2 3.10 1.670 0.100 1.035 Cum
Lean to Roof 1 1 1.87 2.920 0.125 0.683 Cum
Projection on Terrace 1 1 3.96 1.050 0.100 0.416 Cum
Projection on Terrace 1 1 3.96 1.520 0.100 0.602 Cum
Projection on Terrace 1 1 5.46 1.050 0.100 0.573 Cum
Projection on Terrace 1 1 5.46 1.520 0.100 0.830 Cum
Projection on Terrace 1 1 2.15 1.050 0.100 0.226 Cum
Projection on Terrace 1 1 2.15 1.520 0.100 0.327 Cum
Deduct Stair Room -1 1 3.630 2.250 0.135 -8.17 Cum
Double height -1 1 3.630 2.250 0.135 -8.17 Cum
Deduct Stair Room -1 1 3.630 2.250 0.135 -8.17 Cum
Deduct Terrace 1 -1 1 5.200 1.850 0.135 -9.62 Cum
Deduct Terrace 2 -1 1 6.450 5.740 0.135 -37.02 Cum
17 5.22.7A Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete.
Qty vide all R.C.C = 153.33 Cum
Weight @ 130.00 Kg / Cum 17326.54 Kg
18 6.1.14C+6.3C Providing fly Ash brick works (1:6) in super structure.
Mumty Parapet 2 0 3.880 0.250 0.600 0.000 Cum
Lintel 5.885 Cum
19 6.1.12C + 6.3C Providing fly Ash brick work in 6 m (1:4) in super structure.
20 8.5 Extra for providing opening of required size & shape for wash basins /kitchen sink in kitchen platform. Vanity counters and similar location in marble/granite/stone work including necessary holes for pillar taps etc. including rubbing,moulding and polishing of cut edges etc. complete.
21 10.17 Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard designcomplete.
22 13.11.4 12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand)
Inside G.F Floor
Terrace Door 1 0 3.50 0.83 7.00 0.00 Cft
Inside F. Floor
In Front Of Toilet 1 2 (3.25 + 6.00) 10.00 185.00 Sft
Passage Near Toilet & Bedroom 1 2 (4.33 + 5.83) 10.00 203.20 Sft
Parapet Inside 1 1 195.23 4.83 942.94 Sft
Mumty Parapet 2 1 13.700 3.330 0.000 Sft
23 13.12.2 15 mm cement plaster on rough side of single or half brick wall of mix.1:4(1 cement: 4 coarse sand )
Outside Plaster. 1 2 33.92 23.50 1594.24 Sft
Mumty Outside 1 2 12.75 13.50 344.25 Sft
24 13.24.2 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand)
Drawing hall 1 1 12.00 16.00 192.00 Sft
Dining hall 1 1 15.00 14.33 214.95 Sft
Toilet 1 1 7.50 6.00 45.00 Sft
Toilet 1 1 8.00 5.00 40.00 Sft
Kitchen 1 1 8.75 12.00 105.00 Sft
Guest Room 1 1 14.00 12.00 168.00 Sft
Servent 1 1 9.41 10.00 94.10 Sft
Utility 4 1 5.50 6.83 150.26 Sft
Toilet 1 1 6.00 5.00 30.00 Sft
Stair Case 1 1 12.83 8.33 106.87 Sft
Drawing hall 1 1 12.00 16.00 192.00 Sft
Balcony 1 1 3.92 13.33 52.25 Sft
Dining hall 1 1 15.00 13.33 199.95 Sft
Toilet 1 1 7.50 6.00 45.00 Sft
In Front Of Toilet 1 1 3.25 6.00 19.50 Sft
Stair Case 1 1 12.83 8.33 106.87 Sft
Toilet 1 1 8.00 5.00 40.00 Sft
Passage Near Toilet & Bedroom 1 1 4.33 5.83 25.24 Sft
Terrace 1 1 17.08 5.92 101.11 Sft
Chhajja Backside & Front 1 2 78.33 2.000 313.32 Sft
Both Side 1 2 49.33 2.000 197.32 Sft
Basine Slab 1 1 13.75 2.000 27.50 Sft
Tringular Part 1 4 4.82 0.240 4.63 Sft
Circular Column In front of Window 1 2 1.08 7.000 15.12 Sft
Projection of Portico 1 2 20.66 5.000 206.60 Sft
Projection of Mumty 1 2 14.08 4.920 138.55 Sft
25 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with floating coat of near cement
Outside Below Plinth 1 2 34.16 1.50 102.48 Sft
26 13.80A.2 Providing and applying white cement based Putty of avg. 2mm thick
Qty vide item 22+23+24 2143.99 Sqm
27 13.78.2 Applying Priming coat of distemper Primer
Qty vide item 22 1272.83 Sqm
Qty vide item 24 374.66 Sqm
28 13.77A.1 Distempering with Oil bound washable distemper…do..do etc.
Qty vide item 27 Total 1647.49 Sqm 56.60 93248.00
29 13.46.1 Finishing walls with Acrylic smooth exterior paint…do..do etc.
Qty vide item 23 Total 496.50 Sqm 137.00 68021.00
` 11.20.2 Providing Precast terrazo tiles 22 mm thick…do..do etc
30 8.2.2.2 Providing and fixing 18 mm thick gang saw cut do - do all complet job
Landing 1 2 2.80 1.20 6.72 Sqm
Skirting 1 1 19.4 1 0.10 1.94 Sqm
Ent. Stair Riser 1 4 5.2 0.15 1.00 20.80 Sqm
31 8.3.2 Extra for Providing Edge moulding to 18 mm ..do…do
32 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.
Less for Opening
Less for Opening
33 11.40 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1 st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours such as white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc, complete
34 11.41.2 Providing and Laying Vitrfied floor tiles…do..do etc
Drawing Hall 1 1 12.00 16.00 192.00 Sft
Dining Hall 1 1 15.00 14.33 214.95 Sft
Kitchen 1 1 8.75 12.00 105.00 Sft
Guest Room 1 1 14.00 12.00 168.00 Sft
Servent 1 1 9.41 10.00 94.10 Sft
Utility 4 1 5.50 6.83 150.26 Sft
Drawing hall 1 1 12 16 192 Sft
Dining hall 1 1 15 13.33 199.95 Sft
In Front Of Toilet 1 1 3.25 6 19.5 Sft
Stair Case 1 1 12.83 8.33 106.8739 Sft
Shaft 1 1 3.25 5 16.25 Sft
Passage Near Toilet & Bedroom 1 1 4.33 5.83 25.2439 Sft
Bedroom 1 1 1 14.66 12 175.92 Sft
Beroom 2 1 1 14 12 168 Sft
35 11.47.2 Providing and Laying Vitrfied floor tiles…do..do etc
36 10.15.2.1 Providing and fixing pressed steel door confirming Profile C.
Terrace Door 1 1 (7.00 x 2 ) +3.50 17.50 Ft
37 9.21.1 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.35 mm thick including stainless steel butt hinges with necessary screwssqm
Terrace Door 1 1 3.50 7.00 24.50 Sft
38 9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete
39 9.119 Providing and fixing factory made P.V.C. door frame of size 50x47mm 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.
40 9.120.1 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S.frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick,95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined
41 9.147D.1 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and siliconsealent shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.
9.147D.3 Three track panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm).
42 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
43 13.81.3 Applying priming coat:With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works
44 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
Area vide item No- 43 423.00 Sft
Area vide item No- 36 153.50 0.92 141.22 Sft
45 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.).
Stair Railing 1 2 9.00 18.00 Rft
Wt @ 15Kg/Sqm Total 82.32 Kg 546.80 45011.00
46 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:
47 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete:
48 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:
49 9.101.2 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 8.00 Nos 60.80 486.00
50 17.1.1 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 : 3.00 Nos 4470.90 13413.00
51 12.39 Making khurras 45 x 45 cm do - do all complet job 6.00 Nos 189.40 1136.00
52 17.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : 4.00 Nos 6469.00 25876.00
53 17.7.1+17.8 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 : 4.00 Nos 4264.40 17058.00
54 17.70.2 Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms 6.00 Nos 325.10 1951.00
55 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. 4.00 Nos 1068.50 4274.00
56 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 4.00 Nos 424.00 1696.00
57 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms. 4.00 Nos 204.70 819.00
58 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.
59 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.
A 12.79.1.1 Coupler
B 12.79.3 Single Tee with Door
60 18.12 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :
61 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.
62 18.16 Providing and fixing brass stop cock of approved quality :
63 18.13 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
64 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
65 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :
66 4.17 Providing Plinth Protection 750 mm wide do - do all complet job
67 6.47A Providing 250 mm wide brick drain do - do all complet job
68 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1000.00 Ltr 9.70 9700.00
69 18.58.2.1 Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid 4.00 Nos 169.70 679.00
70 18.62.4 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.40 mm nominal bore, 206mm long, weighing not less than 690 gms 4.00 Nos 653.40 2614.00
71 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 3.00 Nos 434.20 1303.00
72 18.50.1 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15 mm nominal bore 5.00 Nos 715.10 3576.00
73 18.53.1 P/V and Fixing C.P brass angle Valve basine Mixer 5.00 Nos 500.40 2502.00
74 Carriage of Materials
b) Stone Chips 148.21 cum 1805.00 267519.00
c) Coarse Sand 164.54 cum 2327.73 383005.00
d) Local Sand (3 km) 271.89 cum 310.43 84403.00
Total 7329717.00
S.No. Item Of Work Set Nos. Measurement Quantity Unit Rate Rs. Amount Rs.
S.O.R Length Width Height
Septic Tank : - 1 Nos.
1. 2.8 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.
2. 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.
3. 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,
4. 4.1.3 Providing and laying in position cement concrete of specified grade of mix (1:2:4) exluding the cost of centering and shuttering-all work upto plinth level.
5. 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
Partition wall 1 2.050 0.125 1.200 0.308
6. 6.1.14A Providing 100A Brick work in cm 1:6 in foundation and plinth etc. all complite job.
7. 13.11.4 Providing 12 mm cement plaster of mix 1:6 ( 1 cement: 6 coarse sand) over wall etc. all complete jobs.
8. 13.26 Neat cement punning over plaster surface etc.
Area Vide Item No. 7 41.64 m2 40.50 1686.22
9. 5.9 Providing Centring and shuttering including strutting, propping etc. and removal of form for all complete.
5.9.1 For Foundation
baffle Wall 1 4 2.050 1.050 8.610
Partition wall 1 1 2.050 1.200 2.460
10. 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
11 carriage of Materials
i Coarse Sand ( Lead 24 Km) 10.219 m3 2327.73 23787.07
ii Stone Chips ( Lead 138 Km) 7.861 m3 1805.00 14189.11
Total 122957.00
S.No. Item Of Work Set Nos. Measurement Quantity Unit Rate Rs. Amount Rs.
S.O.R Length Width Height
R.W.H System : - 1 Nos.
1. 24.1.1 Boring/drilling bore well of 300 mm. dia. for casing/strainer pipe by suitable method prescribed in IS: 2800 (part-I) including etc. all complete jobs.
2. 24.4.2 Supplying, assembling, lowering and fixing vertical position in bore well with 150 mm. dia. UPVC pipe medium well screen pipe etc. all complete jobs.
3. 24.6 Supplying, filling and spreading gravels of size 5 to 10 mm. in recharge pit etc. all complete job.
4. 2.8 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.
For Recharge Pit 1 1.500 1.500 2.400 5.400
For Collection Chamber 1 1.500 1.500 1.500 3.375
5. 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.
For Recharge Pit 1 1.500 1.500 0.150 0.338
For Collection Chamber 1 1.500 1.500 0.150 0.338
Total 1.688 cum 287.30 485
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 specification and direction of E/l,
For Recharge Pit 1 8.600 0.250 2.150
For Collection Chamber 1 1.500 1.500 2.250
7. 4.1.3 Providing and laying in position cement concrete of specified grade of mix (1:2:4) exluding the cost of centering and shuttering-all work upto plinth level.
8. 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
For Recharge Pit 1 2.400 2.400 0.100 0.576
For Collection Chamber 1 1.500 1.500 0.100 0.225
9. 6.1.14A Providing 100A Brick work in cm 1:6 in foundation and plinth etc. all complite job.
For Recharge Pit 1 2 1.500 0.250 2.100 1.575
For Collection Chamber 1 2 1.500 0.250 1.200 0.900
10. 13.17.1 12 mm cement plaster in CM (1:3) with floating coat of neat cement etc. all complete jobs,
For Collection Chamber 1 4 1.000 1.200 4.800 m2
11. 13.26 Neat cement punning over plaster surface etc.
Area Vide Item No. 10 6.80 m2 40.50 275
12. 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
13. 0362 Supply of Brick Bats for recharge pit etc. all completete jobs.
14. 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.
110 mm diameter 20 m 257.50 5150
15. 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.
12.79.1 Coupler
110 mm diameter 10 each 120.00 1200
110 mm diameter 10 each 132.00 1320
16 carriage of Materials
i Local Sand ( 1K+2P) 5.879 m3 310.43 1825
i Coarse Sand ( Lead 24 Km) 4.462 m3 2327.73 10386
ii Stone Chips ( Lead 138 Km) 2.145 m3 1805.00 3872
TOTAL PART A +PART B + PART C 7528460.00
TOTAL WITH GST 7931985.00
FIRE FIGHTING WORKS
CODE NO. PARTICULARS UNIT QTY. RATE AMOUNT
I FIRE EXTINGUISHERS
1 Providing and fixing CO2 extinguisher consisting of seamless MS cylindrical body squeeze lever discharge valve, internal discharge tube, 30 cms long high pressure discharge hose, discharge nozzle ISI marked as per IS: 15683 including fixing with dash fasteners etc. complete.
a) Capacity 4.5 kg. Each. 1 16500.00 16500.00
2 Providing and fixing stored pressure Multipurpose fire extinguisher consisting of welded M.S. cylindrical body, squeeze lever discharge valve, 30 cms long high pressure discharge hose ISI marked as per IS:15683 including fixing to wall with brackets etc. complete.
a) Capacity 6 Kg. Each 1 3200.00 3200.00
NET AMOUNT IN Rs. Say, Rs. 19700.00
PART E (ELECTRICAL WORK)
SL.No. Code Details of Items Qty Unit Rate Amount
1 1.3 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 medium class PVC conduit with modular switch , modular plate, suitable size G.l. box etc as required.
Light Point- 52
Fan/Ex.-Fan point 18
call bell point 1
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 medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 90 per mtr 309.00 27810.00
3 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
1.7.1 2 X 1.5 sq mm+1X1.5 sq mm earth wire (c.w on pt.) 106 per mtr 201.00 21306.00
1.7.1 2 X 1.5 sq mm+1X1.5 sq mm earth wire (5A D.S pt.) 70 per mtr 201.00 14070.00
1.7.2 2 X 2.5 sq mm + 1 X 2.5 sq mm (For computer) 25 per mtr 246.00 6150.00
1.7.3 2 X 4 sq mm + 1 X 4 sq mm (for A.C.pt.) 60 per mtr 309.00 18540.00
1.7.11. 4 X 6 sq mm + 1 X 6 sq mm (for Light DB) 30 per mtr 660.00 19800.00
1.7.12 4 X 10 sqmm + 1 X 6 sqmm earthwire (for Power. DB) 30 per mtr 925.00 27750.00
4 1.15 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed PVC conduit as required
1.15.1 1x1.5 sq.mm (for inverter) 200 p.mtr 38.00 7600.00
5 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.
6 1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate/,switch box including connections but excluding modular plate etc. as req u ired. 10 each 358.00 3580.00
8 1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. 20 each 34.00 680.00
9 1.27 Supplying and fixing following size/ modules, GI box along with modular base and cover plate for modular switches in recess etc as required.
10 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 3 pin 5/6 amps. modular socket outlet and 5/6 amps. modular switch, connections etc. As required. 10 each 414.00 4140.00
11 1.32 Supplying and fixing suitable size Gl 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 etc. as as required. 12 each 531.00 6372.00
12 1.33 Supplying and fixing 2 pin, 5/6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 42 each 64.00 2688.00
13 1.34 Supplying and fixing batten/angle holder including connection etc as required. 20 each 80.00 1600.00
14 1.37 S/F electronic ding dong call bell suitable for single phase 230 volts complete bell as required. 1 each 240.00 240.00
15 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. 4 each 683.00 2732.00
16 1.55 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 amps modular socket outlet and 2 nos. 5/6 amps modular switch, connection etc. as required. 4 each 632.00 2528.00
17 1.57 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 4 nos. 5 pin 5/6 amps modular socket outlet and 4 nos. 5/6 amps modular switch, connection etc. as required. 2 each 1064.00 2128.00
18 2.9 Supplying and fixing following way, horizontal type three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required .(but without MCB/RCCB/Isolator)
2.9.1 4 way (4+12) double door, horizontal type 4 each 4184.00 16736.00
19 2.12 S/F following rating, 240/415 volts, 'C' curve circuit breaket suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as reqd.
2.12.1 6 A to 32 A, Single pole 40 each 237.00 9480.00
20 2.12 S/F following rating, 240/415 volts, 'C' curve circuit breaket suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as reqd.
24 3.21 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for earth electrode to fill up the excavated earth and earth inspection pit etc. as required. 1 per set 16675.00 16675.00
25 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 20 meter 144.00 2880.00
26 5.4 Supplying and fixing replaceable compact commercial batten suitable for Single T8 LED tube complete with 20 watt LED polycarbonate T8 tube with built in driver etc. directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. 20 each 834.00 16680.00
27 5.8 Supplying and fixing 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.
28 5.14 Supplying & fixing following types LED street light with minimum efficacy 100 Im/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 reqd.
29 8.5 Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required. 6 per set 1038.00 6228.00
30 6.1 Supplying & fixing of following types lamp in the existing electrical fitting/fixtures etc. As reqd.
6.1.5 12 watt LED lamp 20 each 239.00 4780.00
31 8.16 Supply and installation of regular/standard model A.C. ceiling fan of 1400 mm sweep with service value (CM/MM) minimum 4.10, Air delivery minimum 245 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. 12 each 2838.00 34056.00
32 8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required.
33 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 each 3670.00 3670.00
34 7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required.
7.7.10 70 sq.mm, 3.5 core (for main cable) 15 per mtr 748.00 11220.00
35 7.4.2 Above 35 sq. mm and upto 95 sq. mm (Clamped with 25 x 3 mm MS flat clamp) 20 p/mtr 109.00 2180.00
37 8.11 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting ofapproved shade after 7 tank treatment process, cable alley,internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator,ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc. 16 Sq.ft 1809.00 28944.00
38 1826 Copper strip/tape of different sizes 10 kg 871.00 8710.00
39 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. 1 p.mtr 6536.00 6536.00
40 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.
41 2.12 S/F following rating, 240/415 volts, 'C' curve circuit breaket suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as reqd.
42 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.
44 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.
Total Rs 588282.00
TOTAL= (PART A + PARTB + PARTC) + PART D + PART E
GRAND TOTAL SAY RS 8540000.00
PROJECT: Construction of PROPOSED EXECUTIVE ENGINEER RESIDENCE, PUBLIC HEALTH ENGINEERING DIVISION, Madhepura District- Madhepura.
DATE OF TENDER : 21-05-2026
ESTIMATED COST : 8540000
EARNEST MONEY :170800
TIME OF COMPLETION 9 months
COST OF BOQ Rs.10000.00 (through online payment only) +3540.00 (Beltron processing fee with other taxes through online payment only.)
Project :- Detailed Estimate for Construction of PROPOSED EXECUTIVE ENGINEER RESIDENCE PUBLIC HEALTH ENGINEERING DIVISION, Madhepura District- Madhepura.
Sl No SR Reference Item of Works Nos Length Width Height Quantity Unit Rate Amount
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
2 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead
3 2.28 Supplying and filling in plinth with local sand and under floors including, watering ramming consolidating and dressing complete.
Qty vide (1A) 95.33 Sqm
Drawing hall 1 1 12.00 16.00 192.00 Sft
Dining hall 1 1 15.00 14.33 214.95 Sft
Toilet 1 1 7.50 6.00 45.00 Sft
Toilet 1 1 8.00 5.00 40.00 Sft
Kitchen 1 1 8.75 12.00 105.00 Sft
Guest Room 1 1 14.00 12.00 168.00 Sft
Servent 1 1 9.41 10.00 94.10 Sft
Utility 1 1 5.50 6.83 37.57 Sft
Toilet 1 1 6.00 5.00 30.00 Sft
Stair Case 1 1 4.00 7.50 30.00 Sft
Counter top basin 1 1 5.25 6.00 31.50 Sft
In Front of Store 1 1 2.50 5.83 14.58 Sft
Passage near Toilet & Guest Room 1 1 4.33 5.83 25.24 Sft
Taking Plinth Height-1.5' From G.L 1856.60 1.500 2784.91 Cft
4 11. 72 providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per specification and direction of E/I
Qty vide (1A) 95.33 Sqm
Qty vide item-(2A2) 172.55 Sqm
5 5.9.1 Providing Centering and Shuttering including strutting, propping etc and removal of form for: foundations,footings,bases column
6 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4 (1 Cement; 2 coarse sand :4 graded stone aggregate 40 mm nominal size)
Qty vide item-(1A) 95.33 Sqm
Qty vide item-(2A2) 172.55 Sqm
7 5.9.6 Providing Centering and Shuttering including strutting, propping etc and removal of form for: Columns,Pillars, Piers, Abutments, Posts and Struts
Column Upto Plinth
Column Upto One Floor
Column Upto Mumty 113.94 Sqm ….(B)
Column Upto Parapet
(A+B+C) = 208.75 Sqm
8 5.33.1.1 Providing and laying in position machine batched, machine mixed andnmachine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-25 grde reinforcd cement concrete All works above plinth level upto floor V level
Trapezoidal=(a1+a2+√a1a2)xh/3 2 1 (2.82 + 0.60) 0.15 1.028 Cum
Trapezoidal=(a1+a2+√a1a2)xh/3 12 1 (3.91 + 0.71) 0.15 8.328 Cum
Trapezoidal=(a1+a2+√a1a2)xh/3 5 1 (5.33 + 0.69) 0.15 4.515 Cum
Trapezoidal=(a1+a2+√a1a2)xh/3 1 1 (5.78 + 0.00) 0.15 0.867 Cum
Trapezoidal=(a1+a2+√a1a2)xh/3 1 1 (6.78 + 0.00) 0.15 1.017 Cum
Column Upto Plinth
9 5.9.5 Providing Centering and Shuttering including strutting, propping etc and removal of form for: G.beam Lintels, beams, plinth bams, griders, bressumers and contilevers.
Plinth Band 0.000 Sqm
First Floor Lintel Band
Second Floor Lintel Band
Parapet Band 1 2 52.480 0.150 15.744 Sqm
First Floor Roof.Beam
Second Floor Roof.Beam
10 6.1.14C Providing fly Ash brick works (1:6) in in Fdn. And Plinth #REF!
Ramp 0 0 0 0 0 0 Cum
11 5.33.2.1 Providing and laying in position specified grade of reinforced cement concrete M25 Mix in Foundation and Plinth excluding the cost of centring ,shuttering, finishing an reinforcement -
Column Upto One Floor
Column Upto Mumty
Column Upto Parapet
12 5.9.19 Providing Centering and Shuttering including strutting, propping etc and removal of form for: Chhajja
Chhajja Backside & Front 1 2 78.33 2.00 313.32 Sft
Both Side 1 2 49.33 2.00 197.32 Sft
Basine Slab 1 1 8.42 2.00 16.84 Sft
Tringular Part 1 4 4.82 0.240 4.63 Sft
Window 1 4 9.24 0.40 14.78 Sft
Circular Column In front of Window 1 2 1.08 7.00 15.12 Sft
Projection of Portico 1 2 20.66 5.00 206.60 Sft
Projection of Mumty 1 2 14.08 4.92 138.55 Sft
Projection on First Floor 1 2 19.32 13.66 527.82 Sft
13 5.9.7 Providing Centering and Shuttering including strutting, propping etc and removal of form for: Stairs,(excluding landings) except spiral-staircaces.
14 5.9.3 Providing Centering and Shuttering including strutting, propping etc and removal of form for: Suspended floors, roots, landings, balcnies and access platform.
Roof Slab SD -1 1 2.260 1.800 -4.07 Sqm
Deduct Stair Room -1 1 3.630 2.250 -8.17 Sqm
Double height -1 1 3.630 4.870 -17.68 Sqm
Deduct Terrace -1 1 5.200 1.850 -9.62 Sqm
Deduct Terrace -1 1 6.450 5.740 -37.02 Sqm
Deduct Stair Room -1 1 3.630 2.250 -8.17 Sqm
Mumty Roof 1 1 3.700 5.025 18.59 Sqm
15 5.9.16.1 Providing Centering and Shuttering including strutting, propping etc and removal of form for:Edges of slabs and breaks in floors and walls-
Edge of Slab G.F 1 2 17.61 35.22 Mtr
Edge of Slab F.F 1 2 16.31 32.62 Mtr
Edge of Mumty Slab 1 2 3.70 7.40 Mtr
16 5.33.2.1 Providing and laying in position machine batched, machine mixed andnmachine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-25 grde reinforcd cement concrete Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.
First Floor Roof.Beam
Second Floor Roof.Beam
Waist Slab 1 4 2.25 1.05 0.2 1.89 Cum
Stair Steps 1 36 1.05 0.25 0.15 1.42 Cum
First Floor Lintel Band
Second Floor Lintel Band
Parapet Band 1 1 52.480 0.250 0.075 0.984 Cum
Mumty Parapet Band 2 1 4.140 0.250 0.075 0.155 Cum
Tringular Part 1 4 2.95 0.650 0.100 0.767 Cum
Tringular Part 1 1 1.52 0.650 0.100 0.099 Cum
Basine Slab 1 1 4.19 0.600 0.075 0.189 Cum
Tringular Part 1 4 4.82 0.600 1.460 16.889 Cum
Circular Column In Front Of Window 1 2 0.32 0.600 2.130 0.818 Cum
Projection of Portico 1 1 6.53 1.050 0.100 0.686 Cum
Projection of Portico 1 1 6.53 1.520 0.100 0.993 Cum
Projection of Portico 1 1 4.45 1.050 0.100 0.467 Cum
Projection of Portico 1 1 4.45 1.520 0.100 0.676 Cum
Projection of Mumty 1 1 4.14 3.100 0.125 1.604 Cum
Projection of Mumty 1 2 4.14 1.670 0.100 1.383 Cum
Lean to Roof 1 2 3.10 1.670 0.100 1.035 Cum
Lean to Roof 1 1 1.87 2.920 0.125 0.683 Cum
Projection on Terrace 1 1 3.96 1.050 0.100 0.416 Cum
Projection on Terrace 1 1 3.96 1.520 0.100 0.602 Cum
Projection on Terrace 1 1 5.46 1.050 0.100 0.573 Cum
Projection on Terrace 1 1 5.46 1.520 0.100 0.830 Cum
Projection on Terrace 1 1 2.15 1.050 0.100 0.226 Cum
Projection on Terrace 1 1 2.15 1.520 0.100 0.327 Cum
Deduct Stair Room -1 1 3.630 2.250 0.135 -8.17 Cum
Double height -1 1 3.630 2.250 0.135 -8.17 Cum
Deduct Stair Room -1 1 3.630 2.250 0.135 -8.17 Cum
Deduct Terrace 1 -1 1 5.200 1.850 0.135 -9.62 Cum
Deduct Terrace 2 -1 1 6.450 5.740 0.135 -37.02 Cum
17 5.22.7A Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete.
Qty vide all R.C.C = 153.33 Cum
Weight @ 130.00 Kg / Cum 17326.54 Kg
18 6.1.14C+6.3C Providing fly Ash brick works (1:6) in super structure.
Mumty Parapet 2 0 3.880 0.250 0.600 0.000 Cum
Lintel 5.885 Cum
19 6.1.12C + 6.3C Providing fly Ash brick work in 6 m (1:4) in super structure.
20 8.5 Extra for providing opening of required size & shape for wash basins /kitchen sink in kitchen platform. Vanity counters and similar location in marble/granite/stone work including necessary holes for pillar taps etc. including rubbing,moulding and polishing of cut edges etc. complete.
21 10.17 Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard designcomplete.
22 13.11.4 12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand)
Inside G.F Floor
Terrace Door 1 0 3.50 0.83 7.00 0.00 Cft
Inside F. Floor
In Front Of Toilet 1 2 (3.25 + 6.00) 10.00 185.00 Sft
Passage Near Toilet & Bedroom 1 2 (4.33 + 5.83) 10.00 203.20 Sft
Parapet Inside 1 1 195.23 4.83 942.94 Sft
Mumty Parapet 2 1 13.700 3.330 0.000 Sft
23 13.12.2 15 mm cement plaster on rough side of single or half brick wall of mix.1:4(1 cement: 4 coarse sand )
Outside Plaster. 1 2 33.92 23.50 1594.24 Sft
Mumty Outside 1 2 12.75 13.50 344.25 Sft
24 13.24.2 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand)
Drawing hall 1 1 12.00 16.00 192.00 Sft
Dining hall 1 1 15.00 14.33 214.95 Sft
Toilet 1 1 7.50 6.00 45.00 Sft
Toilet 1 1 8.00 5.00 40.00 Sft
Kitchen 1 1 8.75 12.00 105.00 Sft
Guest Room 1 1 14.00 12.00 168.00 Sft
Servent 1 1 9.41 10.00 94.10 Sft
Utility 4 1 5.50 6.83 150.26 Sft
Toilet 1 1 6.00 5.00 30.00 Sft
Stair Case 1 1 12.83 8.33 106.87 Sft
Drawing hall 1 1 12.00 16.00 192.00 Sft
Balcony 1 1 3.92 13.33 52.25 Sft
Dining hall 1 1 15.00 13.33 199.95 Sft
Toilet 1 1 7.50 6.00 45.00 Sft
In Front Of Toilet 1 1 3.25 6.00 19.50 Sft
Stair Case 1 1 12.83 8.33 106.87 Sft
Toilet 1 1 8.00 5.00 40.00 Sft
Passage Near Toilet & Bedroom 1 1 4.33 5.83 25.24 Sft
Terrace 1 1 17.08 5.92 101.11 Sft
Chhajja Backside & Front 1 2 78.33 2.000 313.32 Sft
Both Side 1 2 49.33 2.000 197.32 Sft
Basine Slab 1 1 13.75 2.000 27.50 Sft
Tringular Part 1 4 4.82 0.240 4.63 Sft
Circular Column In front of Window 1 2 1.08 7.000 15.12 Sft
Projection of Portico 1 2 20.66 5.000 206.60 Sft
Projection of Mumty 1 2 14.08 4.920 138.55 Sft
25 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with floating coat of near cement
Outside Below Plinth 1 2 34.16 1.50 102.48 Sft
26 13.80A.2 Providing and applying white cement based Putty of avg. 2mm thick
Qty vide item 22+23+24 2143.99 Sqm
27 13.78.2 Applying Priming coat of distemper Primer
Qty vide item 22 1272.83 Sqm
Qty vide item 24 374.66 Sqm
28 13.77A.1 Distempering with Oil bound washable distemper…do..do etc.
Qty vide item 27 Total 1647.49 Sqm 56.60 93248.00
29 13.46.1 Finishing walls with Acrylic smooth exterior paint…do..do etc.
Qty vide item 23 Total 496.50 Sqm 137.00 68021.00
` 11.20.2 Providing Precast terrazo tiles 22 mm thick…do..do etc
30 8.2.2.2 Providing and fixing 18 mm thick gang saw cut do - do all complet job
Landing 1 2 2.80 1.20 6.72 Sqm
Skirting 1 1 19.4 1 0.10 1.94 Sqm
Ent. Stair Riser 1 4 5.2 0.15 1.00 20.80 Sqm
31 8.3.2 Extra for Providing Edge moulding to 18 mm ..do…do
32 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.
Less for Opening
Less for Opening
33 11.40 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1 st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours such as white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc, complete
34 11.41.2 Providing and Laying Vitrfied floor tiles…do..do etc
Drawing Hall 1 1 12.00 16.00 192.00 Sft
Dining Hall 1 1 15.00 14.33 214.95 Sft
Kitchen 1 1 8.75 12.00 105.00 Sft
Guest Room 1 1 14.00 12.00 168.00 Sft
Servent 1 1 9.41 10.00 94.10 Sft
Utility 4 1 5.50 6.83 150.26 Sft
Drawing hall 1 1 12 16 192 Sft
Dining hall 1 1 15 13.33 199.95 Sft
In Front Of Toilet 1 1 3.25 6 19.5 Sft
Stair Case 1 1 12.83 8.33 106.8739 Sft
Shaft 1 1 3.25 5 16.25 Sft
Passage Near Toilet & Bedroom 1 1 4.33 5.83 25.2439 Sft
Bedroom 1 1 1 14.66 12 175.92 Sft
Beroom 2 1 1 14 12 168 Sft
35 11.47.2 Providing and Laying Vitrfied floor tiles…do..do etc
36 10.15.2.1 Providing and fixing pressed steel door confirming Profile C.
Terrace Door 1 1 (7.00 x 2 ) +3.50 17.50 Ft
37 9.21.1 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.35 mm thick including stainless steel butt hinges with necessary screwssqm
Terrace Door 1 1 3.50 7.00 24.50 Sft
38 9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete
39 9.119 Providing and fixing factory made P.V.C. door frame of size 50x47mm 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.
40 9.120.1 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S.frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick,95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined
41 9.147D.1 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and siliconsealent shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.
9.147D.3 Three track panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm).
42 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
43 13.81.3 Applying priming coat:With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works
44 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
Area vide item No- 43 423.00 Sft
Area vide item No- 36 153.50 0.92 141.22 Sft
45 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.).
Stair Railing 1 2 9.00 18.00 Rft
Wt @ 15Kg/Sqm Total 82.32 Kg 546.80 45011.00
46 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:
47 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete:
48 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:
49 9.101.2 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 8.00 Nos 60.80 486.00
50 17.1.1 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 : 3.00 Nos 4470.90 13413.00
51 12.39 Making khurras 45 x 45 cm do - do all complet job 6.00 Nos 189.40 1136.00
52 17.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : 4.00 Nos 6469.00 25876.00
53 17.7.1+17.8 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 : 4.00 Nos 4264.40 17058.00
54 17.70.2 Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms 6.00 Nos 325.10 1951.00
55 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. 4.00 Nos 1068.50 4274.00
56 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 4.00 Nos 424.00 1696.00
57 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms. 4.00 Nos 204.70 819.00
58 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.
59 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.
A 12.79.1.1 Coupler
B 12.79.3 Single Tee with Door
60 18.12 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :
61 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.
62 18.16 Providing and fixing brass stop cock of approved quality :
63 18.13 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
64 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
65 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :
66 4.17 Providing Plinth Protection 750 mm wide do - do all complet job
67 6.47A Providing 250 mm wide brick drain do - do all complet job
68 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1000.00 Ltr 9.70 9700.00
69 18.58.2.1 Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid 4.00 Nos 169.70 679.00
70 18.62.4 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.40 mm nominal bore, 206mm long, weighing not less than 690 gms 4.00 Nos 653.40 2614.00
71 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 3.00 Nos 434.20 1303.00
72 18.50.1 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15 mm nominal bore 5.00 Nos 715.10 3576.00
73 18.53.1 P/V and Fixing C.P brass angle Valve basine Mixer 5.00 Nos 500.40 2502.00
74 Carriage of Materials
b) Stone Chips 148.21 cum 1805.00 267519.00
c) Coarse Sand 164.54 cum 2327.73 383005.00
d) Local Sand (3 km) 271.89 cum 310.43 84403.00
Total 7329717.00
S.No. Item Of Work Set Nos. Measurement Quantity Unit Rate Rs. Amount Rs.
S.O.R Length Width Height
Septic Tank : - 1 Nos.
1. 2.8 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.
2. 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.
3. 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,
4. 4.1.3 Providing and laying in position cement concrete of specified grade of mix (1:2:4) exluding the cost of centering and shuttering-all work upto plinth level.
5. 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
Partition wall 1 2.050 0.125 1.200 0.308
6. 6.1.14A Providing 100A Brick work in cm 1:6 in foundation and plinth etc. all complite job.
7. 13.11.4 Providing 12 mm cement plaster of mix 1:6 ( 1 cement: 6 coarse sand) over wall etc. all complete jobs.
8. 13.26 Neat cement punning over plaster surface etc.
Area Vide Item No. 7 41.64 m2 40.50 1686.22
9. 5.9 Providing Centring and shuttering including strutting, propping etc. and removal of form for all complete.
5.9.1 For Foundation
baffle Wall 1 4 2.050 1.050 8.610
Partition wall 1 1 2.050 1.200 2.460
10. 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
11 carriage of Materials
i Coarse Sand ( Lead 24 Km) 10.219 m3 2327.73 23787.07
ii Stone Chips ( Lead 138 Km) 7.861 m3 1805.00 14189.11
Total 122957.00
S.No. Item Of Work Set Nos. Measurement Quantity Unit Rate Rs. Amount Rs.
S.O.R Length Width Height
R.W.H System : - 1 Nos.
1. 24.1.1 Boring/drilling bore well of 300 mm. dia. for casing/strainer pipe by suitable method prescribed in IS: 2800 (part-I) including etc. all complete jobs.
2. 24.4.2 Supplying, assembling, lowering and fixing vertical position in bore well with 150 mm. dia. UPVC pipe medium well screen pipe etc. all complete jobs.
3. 24.6 Supplying, filling and spreading gravels of size 5 to 10 mm. in recharge pit etc. all complete job.
4. 2.8 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.
For Recharge Pit 1 1.500 1.500 2.400 5.400
For Collection Chamber 1 1.500 1.500 1.500 3.375
5. 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.
For Recharge Pit 1 1.500 1.500 0.150 0.338
For Collection Chamber 1 1.500 1.500 0.150 0.338
Total 1.688 cum 287.30 485
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 specification and direction of E/l,
For Recharge Pit 1 8.600 0.250 2.150
For Collection Chamber 1 1.500 1.500 2.250
7. 4.1.3 Providing and laying in position cement concrete of specified grade of mix (1:2:4) exluding the cost of centering and shuttering-all work upto plinth level.
8. 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
For Recharge Pit 1 2.400 2.400 0.100 0.576
For Collection Chamber 1 1.500 1.500 0.100 0.225
9. 6.1.14A Providing 100A Brick work in cm 1:6 in foundation and plinth etc. all complite job.
For Recharge Pit 1 2 1.500 0.250 2.100 1.575
For Collection Chamber 1 2 1.500 0.250 1.200 0.900
10. 13.17.1 12 mm cement plaster in CM (1:3) with floating coat of neat cement etc. all complete jobs,
For Collection Chamber 1 4 1.000 1.200 4.800 m2
11. 13.26 Neat cement punning over plaster surface etc.
Area Vide Item No. 10 6.80 m2 40.50 275
12. 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
13. 0362 Supply of Brick Bats for recharge pit etc. all completete jobs.
14. 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.
110 mm diameter 20 m 257.50 5150
15. 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.
12.79.1 Coupler
110 mm diameter 10 each 120.00 1200
110 mm diameter 10 each 132.00 1320
16 carriage of Materials
i Local Sand ( 1K+2P) 5.879 m3 310.43 1825
i Coarse Sand ( Lead 24 Km) 4.462 m3 2327.73 10386
ii Stone Chips ( Lead 138 Km) 2.145 m3 1805.00 3872
TOTAL PART A +PART B + PART C 7528460.00
TOTAL WITH GST 7931985.00
FIRE FIGHTING WORKS
CODE NO. PARTICULARS UNIT QTY. RATE AMOUNT
I FIRE EXTINGUISHERS
1 Providing and fixing CO2 extinguisher consisting of seamless MS cylindrical body squeeze lever discharge valve, internal discharge tube, 30 cms long high pressure discharge hose, discharge nozzle ISI marked as per IS: 15683 including fixing with dash fasteners etc. complete.
a) Capacity 4.5 kg. Each. 1 16500.00 16500.00
2 Providing and fixing stored pressure Multipurpose fire extinguisher consisting of welded M.S. cylindrical body, squeeze lever discharge valve, 30 cms long high pressure discharge hose ISI marked as per IS:15683 including fixing to wall with brackets etc. complete.
a) Capacity 6 Kg. Each 1 3200.00 3200.00
NET AMOUNT IN Rs. Say, Rs. 19700.00
PART E (ELECTRICAL WORK)
SL.No. Code Details of Items Qty Unit Rate Amount
1 1.3 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 medium class PVC conduit with modular switch , modular plate, suitable size G.l. box etc as required.
Light Point- 52
Fan/Ex.-Fan point 18
call bell point 1
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 medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 90 per mtr 309.00 27810.00
3 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
1.7.1 2 X 1.5 sq mm+1X1.5 sq mm earth wire (c.w on pt.) 106 per mtr 201.00 21306.00
1.7.1 2 X 1.5 sq mm+1X1.5 sq mm earth wire (5A D.S pt.) 70 per mtr 201.00 14070.00
1.7.2 2 X 2.5 sq mm + 1 X 2.5 sq mm (For computer) 25 per mtr 246.00 6150.00
1.7.3 2 X 4 sq mm + 1 X 4 sq mm (for A.C.pt.) 60 per mtr 309.00 18540.00
1.7.11. 4 X 6 sq mm + 1 X 6 sq mm (for Light DB) 30 per mtr 660.00 19800.00
1.7.12 4 X 10 sqmm + 1 X 6 sqmm earthwire (for Power. DB) 30 per mtr 925.00 27750.00
4 1.15 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed PVC conduit as required
1.15.1 1x1.5 sq.mm (for inverter) 200 p.mtr 38.00 7600.00
5 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.
6 1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate/,switch box including connections but excluding modular plate etc. as req u ired. 10 each 358.00 3580.00
8 1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. 20 each 34.00 680.00
9 1.27 Supplying and fixing following size/ modules, GI box along with modular base and cover plate for modular switches in recess etc as required.
10 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 3 pin 5/6 amps. modular socket outlet and 5/6 amps. modular switch, connections etc. As required. 10 each 414.00 4140.00
11 1.32 Supplying and fixing suitable size Gl 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 etc. as as required. 12 each 531.00 6372.00
12 1.33 Supplying and fixing 2 pin, 5/6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 42 each 64.00 2688.00
13 1.34 Supplying and fixing batten/angle holder including connection etc as required. 20 each 80.00 1600.00
14 1.37 S/F electronic ding dong call bell suitable for single phase 230 volts complete bell as required. 1 each 240.00 240.00
15 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. 4 each 683.00 2732.00
16 1.55 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 amps modular socket outlet and 2 nos. 5/6 amps modular switch, connection etc. as required. 4 each 632.00 2528.00
17 1.57 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 4 nos. 5 pin 5/6 amps modular socket outlet and 4 nos. 5/6 amps modular switch, connection etc. as required. 2 each 1064.00 2128.00
18 2.9 Supplying and fixing following way, horizontal type three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required .(but without MCB/RCCB/Isolator)
2.9.1 4 way (4+12) double door, horizontal type 4 each 4184.00 16736.00
19 2.12 S/F following rating, 240/415 volts, 'C' curve circuit breaket suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as reqd.
2.12.1 6 A to 32 A, Single pole 40 each 237.00 9480.00
20 2.12 S/F following rating, 240/415 volts, 'C' curve circuit breaket suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as reqd.
24 3.21 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for earth electrode to fill up the excavated earth and earth inspection pit etc. as required. 1 per set 16675.00 16675.00
25 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 20 meter 144.00 2880.00
26 5.4 Supplying and fixing replaceable compact commercial batten suitable for Single T8 LED tube complete with 20 watt LED polycarbonate T8 tube with built in driver etc. directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. 20 each 834.00 16680.00
27 5.8 Supplying and fixing 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.
28 5.14 Supplying & fixing following types LED street light with minimum efficacy 100 Im/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 reqd.
29 8.5 Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required. 6 per set 1038.00 6228.00
30 6.1 Supplying & fixing of following types lamp in the existing electrical fitting/fixtures etc. As reqd.
6.1.5 12 watt LED lamp 20 each 239.00 4780.00
31 8.16 Supply and installation of regular/standard model A.C. ceiling fan of 1400 mm sweep with service value (CM/MM) minimum 4.10, Air delivery minimum 245 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. 12 each 2838.00 34056.00
32 8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required.
33 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 each 3670.00 3670.00
34 7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required.
7.7.10 70 sq.mm, 3.5 core (for main cable) 15 per mtr 748.00 11220.00
35 7.4.2 Above 35 sq. mm and upto 95 sq. mm (Clamped with 25 x 3 mm MS flat clamp) 20 p/mtr 109.00 2180.00
37 8.11 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting ofapproved shade after 7 tank treatment process, cable alley,internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator,ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc. 16 Sq.ft 1809.00 28944.00
38 1826 Copper strip/tape of different sizes 10 kg 871.00 8710.00
39 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. 1 p.mtr 6536.00 6536.00
40 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.
41 2.12 S/F following rating, 240/415 volts, 'C' curve circuit breaket suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as reqd.
42 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.
44 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.
Total Rs 588282.00
TOTAL= (PART A + PARTB + PARTC) + PART D + PART E
GRAND TOTAL SAY RS 8540000.00
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