Minor Irrigation Project

Name of Work : Repair & Maintenance work for Minor irrigation scheme 1) Mota Kotda 2) Deshotar , Ta. Idar, Dist. Sabarkantha

BILL OF QUANTITIES

Item Description of Item

Quantity Unit Amount

No. (with brief specification and reference to book of specifications)

Cleaning the slope of dam within the dam boundry by removing the bushes,shrubs girth and small trees including

[1] depositing the materials as and where directed up to 50 mt. and all lift etc completed. 73695.00 SqMt 4.900

Deepening of MI tank basin in all type of soil by machinery including conveying and spreading selected excavated

stuff for widening and strnghening of the existing earthen bund of the MI scheme including spreading in layers,

[2] watering, compaction by pnuematic/mechanical equipment as & where directed with lead up to 1.00 km and all 41734.48 Cum. 106.000

lift etc. complete. (only earth obtained by deepening is permitted and sand/gravel etc. is not permitted)

(Excavated material should be spread as suggested by engi. in charge)

Deepening of tank in all type of soil with yellow, sandy, gravelly soil including wet and slushy condition of soil

[3] including soft murrum & hard murrum by machinery including conveying and spreading excavated stuff as & 12000.00 Cum. 82.600

where directed with lead up to 1.00 km and all lift etc. complete.

Providing and fixing gauge posts with 15 Cm. Wide enamelled gauge plate including M.S. channel (130 mm x

[4] mm x 5 mm) of standard design and section and of required length of specified location etc. complete. 21.00 Rmt 719.500

Providing and fixing in position 1.80 m high above finished ground level canal data boards of standard size 1.20m

[5] x 0.90m with M.S. angle 40mm x 40mm x 6mm with 3mm thick iron plate in 1:5:10 proportion concrete block size 4.00 Nos 3103.000

40cm x 40cm x 75cm including painting existing data on the board etc. complete as directed.

Providing and fixing guard stone / boundary stone of size 20cm x 20cm x 75cm including white washing in two

Excavation for foundation in all sorts of soil including yellow sandy gravelly soils ,soft& hard murrum etc. in dry

condition including depositing the excavated stuff in uniform layers in banks or as and where directed etc.

[7] complete for lead upto 500 m and all lift. (BY MACHINERY) 6980.06 Cum 107.800

b) Excluding dewatering.

Providing & Laying in position "NOMINAL MIX" cement concrete using cement, sand and crushed aggregate by

mass and machine mix for C.C./R.C.C work incl. necessary formworks centering, scaffolding, compaction by

[8] vibrator, curing as directed with all lead & lift etc complete Without Dewatering and excluding cost of steel 435.62 Cum 3346.000

(a) C. C. Nominal Mix, M-10 and MSA-40 mm

Providing & Laying in position "NOMINAL MIX" cement concrete using cement, sand and crushed aggregate by

mass and machine mix for C.C./R.C.C work incl. necessary formworks centering, scaffolding, compaction by

[9] vibrator, curing as directed with all lead & lift etc complete Without Dewatering and excluding cost of steel 74.73 Cum 3935.000

(f) C. C. Nominal Mix, M-15 and MSA-20 mm

Providing & Laying in position "NOMINAL MIX" cement concrete using cement, sand and crushed aggregate by

mass and machine mix for C.C./R.C.C work incl. necessary formworks centering, scaffolding, compaction by

[10] vibrator, curing as directed with all lead & lift etc complete Without Dewatering and excluding cost of steel 1609.94 Cum 4296.000

(f) C. C. Nominal Mix, M-20 and MSA-20 mm

Providing and laying High Density Polyethylene (HDPE) Geomembrane (double side textured) on bed/slope of the

earthen embankment, preparation of subgrade in required line and level including smooth finishing, overlaps,

[11] welding etc., complete as directed. (Thickness of HDPE Geomembrane: 1mm, Double side textured) with 15570.00 Cum 238.000

confirming to IS 16352:2020

Hiring J.C.B. 4 CX, Wheel for shaping of earthan embankment & other allied miscellinious activites for restoration

[12] and strengthing. 380.00 Hr. 1769.000

Providing and laying dry rubble pitching of various thickness to required grade including trimming of earth work,

[13] hand packing the interstices with spauls, filling earth in interstices panelling complete for all leads and lifts. 19733.06 Sqmt 339.800

Dismantling the existing stone masonry including sorting out and stacking the useful material and removing the

[14] debris and making good the damages etc. complete as directed. In Cement Mortar 369.80 Cum 750.900

Dismantling the existing R.C.C. Pipes including sorting out and stacking of the useful materials of the following

[15] diameters including refilling the trenches etc. complete as directed. (i)c, 600 mm. to 900 mm. 40.00 Rmt 866.400

Providing & Placing in position reinforcement bars including cutting, bending, welding joints where necessary,

[16] hooking etc. complete as per drawing for all lead and lifts. TMT / CRS (FE 500 D) 9.61 MT 82019.000

Providing and supplying ISI Mark CI D/F Sluice valves of following class and diameter incl. Tail piece, all taxes,

Insurance, transportation, freight charges octroi, inspection charges, loading, unloading, convenyance to dam site

[17] stacking , with all labour work inci. lowering laying and jointing, welding, cement concter work with removing 1.00 Nos 245128.000

existing sluice valve / gate etc complete (A 3) Sluice valve with IS1 mark only, PNI with hand/whcel cap operated

ALT-1 Type Long Body 600mm Dia.

Providing and fixing in position 450 mm wide steps ( for ladder) of 28mm diameter bars at a spacing of 30cm c/c

[18] with M.S. angle frame of 40x40x6 mm size including painting the same with two coats of oil paint etc. complete. 34.00 Nos 386.700

Providing and fixing post and 40 mm dia pipe railing as per detailed drawing including angle iron post of size

[19] 80mm x 50mm x 10mm (Height 1.2mt) fixed in C.C. block (M-15 MSA-20mm) of size 0.30 m x 0.30 m x 0.30 m etc. 16.60 Rmt 2165.100

as per specifications including 3 coats of oil painting to steel work and as directed etc. complete.( a ) Three rows

Back filling the foundation trenches around the structures etc with selected excavated stuff including watering,

ramming, compacting etc. complete. (By Machinery)

Providing and fixing in position ( different diameter ) NP2 R.C.C. pipe with collar including filling and caulking the

[21] joints with cement mortar 1:1 proportion, finishing to design grade and level curing etc. complete for all leads and 48.50 Rmt 2200.800

lifts.(f)NP-2 class 900 mm dia pipe.

Providing and fixing M. S. steel grill with angle frame for head regulator including fixing arrangement supports.

etc. as per design, oil painting with one coat of primer and two coat of approved oil paint etc. complete

Provoding and fixing flush door shutters, solid core construction with frame of first class hardwood with

cross board and face veneer or plywood face panels with french polish including anodised SS butt hinges with

[23] necessary screws. (B) Non-decorative type and block board core anodised alluminium butt hinges in flush door 2.31 SqMt 1779.970

shutters (2) 35 mm thick.

Providing and fixing window having extruded aluminum Colour anodized section frame main outer size 63.50 x

38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two track member size 61.85 mm x 31.75 mm x 1.20mm@ wt.of

0.695 Kg/mt, vertical member of size 61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding shutters

[24] of horizontal member size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical member of size 40mm x 18mm 1.21 SqMt 1696.730

x 1.29mm @ wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm thick transparent bronze colour tinted float glass

with powder coated aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per

details etc complete for window.

Deepening for Cofferedam: Construction of Cofferdam by Deepening of tank in all type of soil with yellow,

sandy, gravelly soil including wet and slushy condition of soil including soft murrum & hard murrum by

[25] machinery including conveying and spreading excavated stuff as & where directed with lead up to1.00 km and all 288.75 Cum 82.600

lift etc. complete.

Empty Cement Bags : Providing and laying empty cement bags with good selected earth including stitching and

[26] laying as and where required. (Polywoven bag of 50 kg Capacity) 924.00 Nos 25.900

Dewatering by Machinery: Dewatering during excavation of canals, drains, foundation trenches etc. by

[27] using pumps of suitable capacity either diesel or electric driven including cost of labour, pipes etc. for delivery 2240.00 HP/Hr 53.800

distance beyond 100 m. (ByMachinery)

Excavation for foundation in Soft Rock including depositing the excavated stuff as and where directed etc.

[28] complete for lead upto 500m and all lift. (Machinery) a) Including dewatering. 270.02 Cum 249.200

Drilling holes 35mm dia.Staggered in all formations including rock for low pressure grouting as per pattern shown

[29] on the drawing. For 0 to 10 m 43.00 Rmt 512.300

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing

off the excavated stuff as directed upto 50 Meter lead (A) Loose or soft Soil

Providing and laying cement concrete 1:3:6 (1- Cement : 3- coarse sand : 6- Machine Crushed stone aggregates

[31] 40 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth. 17.83 cum 2976.000

Applying general insecticide pest control treatment to floors, cupboards etc including labour material etc.

complete. Using Imidacloprid 30.5Sc As Per IS 6113 part- II (0.075% cocentration by mass) is recommended

10.5ml chemical dillute with 5 liter of water appication 0.5 Litre chemical / Sqm of surface is recommended as per

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not

[33] exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. 26.67 cum 129.100

Filling in plinth with sand under floors including watering ramming, consolidating and dressing etc.

[34] Complete (more than 10 cum). 22.83 cum 455.630

Providing and casting in situ ordinary cement concrete M-150 for coping, over riding returns including formwork

[35] curing and finishing complete. 2.05 cum 3719.340

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in

[36] foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional 89.03 cum 4011.660

[37] Extra for brick work in superstructure above plinth level upto floor two level (B) Conventional 20.82 cum 4277.250

(i) Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm.

[38] in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth (B) Conventional 4.50 SqMt 593.900

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm

nominal size) for reinforced concrete Chhajjas not exceeding 10cm. thickness upto floor two level including

[39] finishing the exposed surfaces with cement mortar 1:3 (1-cement, 3 Fine sand) to give a smooth and even\ surface 0.20 cum 6442.110

centering and formwork and curing complete excluding cost of reinforcement.

Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm

[40] nominal size) and curing complete excluding cost of formwork and reinforcement for reinforced concrete work in 6.65 cum 3967.520

(B) Slabs, landing, shelves, Balconis , Lintels, Beams, Girders and Cantilever upto floor two level.

Providing and fixing in position Fe 500D TMT for R.C.C. bored piles as per detailed drawing, including cutting,

[41] bending hooking tying and welding complete and including forming the cage and lowering it in position. (up to 10 0.54 MT 72289.180

Providing & Laying 24" x 24" Vitrified 8 mm thick tiles Flooring over 20 mm (average) base of Cement Mortar

1:6 (1 Cement: 6 Coarse Sand) on new surface or fixing on exiting flooring by adhesive material

[42] including dismentalling of exiting flooring & jointed with colour cement slurry including finishe with flush 32.82 SqMt 1269.540

pointing & cleaning the surface etc. complete. For dark shade with colour pattern. (more than 10 Sqm)

Providing and fixing M.S. grills/ Railing of required pattern to M.S. frames of windows ,Door , Jali etc. with

[43] M.S. flats at required spacings and frame alround, square or round Bright bars of 16mm dia, with round 3.00 Nos 3300.000

headed bolts and nuts or by screws including all Fixture etc complete as directed by Engineer in charge

Providing and fixing 1mm thick M.S. sheet sliding shutters with frame and diagonal braces of 40 x 40 x 6 mm angle

iron, 3.15 mm M.S. gusset plates at Junctions and corners 25 mm dia. pulley, 40 x 40 x 6mm angle and T-iron guide

[44] rail at top and bottom respactively with handles, stoppers and locking agangement etc, including applying a 9.99 SqMt 3652.120

priming coat of red lead paint.

(i) Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10cm. x 7cm. size

[45] including 3 coats of oil painting to wood work etc.complete. 0.72 SqMt 4102.540

Providing and fixing 30mm thick FACTORY MADE SOLID SINGLE SIDE PRELAM PANEL PVC DOOR SHUTTER

consisting of frame made out of M.S. tubes of 19 gauge thckness and size of 19mm x 19mm for stiles, and 15mm x

15mm for top and bottom rails. The M.s. frame shall have coat of steel primers of approved makde and

manufacture. The M.S. frame shall be covered with 5mm thick heat moulded single side prelim PVC ‘C’ channel of

size 30 x 50mm to form stiles and 5mm thick and 75mm wide single side prelim PVC sheets shallbe for the top,

bttom and lock rails. Paneling of 5mm thick one side prelim sheet to be fitted in the M.S. frame and sealed to the

[46] front (Prelam side) stiles and rails (which should have a 5mm 45 degree bent portion as beading) and attached to 2.94 SqMt 2003.000

the back (white/lvory) stiles and rails (which should have a 10mm 90 degree bent portion as beading) using 2 nos.

15mm wide x 5mm thick PVC sheet beading inside the 9 degree bent beading. All stiles, rails and beading to be

joined to the panel using solvent cement.An additional 5mm thick PVC strip of 20mm width is to be struck on the

interior side of the ‘C’ channel using PvC solvent adhesive and 10mm thick (5mm x 20) thick 20mm width cross

PVC sheet to be fitted as gap insert for top and bottom rails, etc. complete as per direction of Engineer in charge,

manufacture’s specification and drawing.

20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12mm

[47] thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. 327.74 SqMt 302.780

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior

[48] plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) 103.17 SqMt 174.240

Providing and laying white glazed tiles 6mm thick in flooring treads of steps and landing laid on a bed of 12mm

[49] thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush pointing in white cement. 3.93 SqMt 896.300

Providing and laying white glazed tiles 6mm thick in skrting risers of steps and dedo on 10mm thick cement

[50] plaster 1:3 (1-cement : 3-coarse sand) and jointed with white cement slurry 5.07 SqMt 926.010

Wall Painting two coats with weather proof acralic exterior emulsion paint of approved brand and manufacture

and of required shade on exterior wall surface to give an evev shade over and including a primary coat with alkaly

resistance primer of approved brand after throughly brushing the surface to remove all dirt and remain of loose

powdered materials etc complete for all height as per instruction of Engineer in charge & approved make.

Applying two coats of acrylic laphy (putty) & two coats of primer of approved brand and manufacture on new wall

[52] surface to give an even shade including thoroughly brushing the surface free from mortar dropping and other 103.17 SqMt 40.190

foreign matter and sand papered smooth as per instruction of Engineer in charge & approved make.

Distempeing (Two coats) with oil bound distemper of approved brand and manufacture and of required shade on

wall surfaces to give an even shade, over and including a priming coat with distemper primer of approved brand

[53] and manufacture after thoroughly brushing the surface free from mortar dropping and other foreign matter and 103.17 SqMt 71.120

also including preparing the surface even and sand papered smooth.

Providing and laying broken china mosaic flooring for terrace using 12 mm to 20 mm broken pieces of glazed

tiles to be laid over cement mortar 1:3 to plain or slope and to be tempered to bring mortar creme out upto

[54] surface using white cement including rounding off junctions and extending them upto 15 cm along the 44.24 SqMt 739.890

wall,clearing with water and oxalic acid etc. as directed by Engineer in charged.

Providing and fixing M.S. grills/ Railing of required pattern to M.S. frames of windows ,Door , Jali etc. with

[55] M.S. flats at required spacings and frame alround, square or round bars with round headed bolts and nuts or 150.00 kg 100.230

by screws including all Fixture etc complete as directed by Engineer in charge

Providing, laying and jointing in true line and level 110 diametre U.P.V.C (Type B) conforming to IS 13592-1992

with one end plain and other end socketed with rubber ring, & fittings conforming to ISI 14735-1999 of approved

make for drainage system pipe line, pipe shall be jointed with each other with rubber lubricant, pipe shall be fixed

[56] on wall using of PVC clamp of the size 110 mm diametre x 149 mm length x 145 mm heigh at every 2000 mm 7.60 Rmt 826.130

center to center or shall be concealed in walls as directed including necessary fittings such as bends, shoes etc.

including testing of pipes and joints and jointed with adhesive solvent cement including cost of all materials.

Providing and Fixing Fan Pts., 6A Separate Pts., 16A-4 Mains Pts., Looped plug, Blank plate, Rigid PVC Pipe 20mm

[57] ,Flexible Conduit 20mm, 1.5 Mains ,MCB Sp, Extra bag, Panel, Ceiling fan, Indication Lamp, 22W LED Tube light, 1.00 L.S 20000.000

8W Lampetc. complete

Providing and Fixing general Water Supply and Sanitary arranements like Locks Godrej cupboard 3 (7.5 cms),

Overhead PVC tank capacity 500 Ltr., UPVC pipes 38 mm, UPVC pipes 25 mm, UPVC pipes 19 mm, UPVC bends,

[58] elbows, unions etc., Stop cocks, Ball cock, Metal teps, PVC teps, NT, GT with cover, Indian toilet pan (Ceramic), 1.00 L.S 15000.000

Flush cock etc. Complete including all material and labour for chowkidar quarter

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts 40mm x 40 mm x6 mm and oil

painting 3 coats fixed at 2.5 Mt,C/c. with five Horizontan lines and two diagonals of galvanised steel barbed wire

[59] weighting 9.38 Kg. per 100 Metre, strained and fixed to posts with G.I,staples including fixing the postsin ground 56.00 Rmt 385.400

with 0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc complete.

(B) Providing sock pit of 5.00 Cu.M. Volume including excavating and filling brickbats with dry masonry work at

top for 45cm. height including covering the top with stone including providing vatas in C.M. 1:3 with finishing

curing etc. complete as directed.

Box cutting the road surface to proper slope and camber for making a base for road work including removing the

[61] excavated stuff and depositing on the road side slope as directed upto 50Mt.lead. 535.50 cum 102.830

Providing & Laying compacted W.B.M. 150 mm thick of machine crushed B.T. metal of size 40 mm to 63mm with

using 25% stone screening as filler and binding material 0.08 Cum/10 Sqm. Including spreading watering &

[62] consolidation by vibratory roller etc. complete. 535.50 cum 1885.640

Rupees Three Crores One Lacs Ninety Eight Thousand One Hundred Forty Four and Twenty One Paisas Only

lakI/We _____________________________________ am/are willing to carry out the work at ____________________% above / below

(should be written in figure and words) the tendered amount mentioned above. Amount of my / our tender work out as under:-

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment shall be

2 The labour cess will be deducted as per prevailing rules i.e.1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R. NO. : MIS102010/17/K1 Dated: 30/07/2018 as stated in

S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement consumption have been deducted from the

rate of original item at the rate of input rate mentioned in all the tender.