Providing Irrigation facilities to SCP Beneficiaries in Virajpete constituency of Kodagu district- SCP Package-01

PWD Electrical C.S.R. Page No.38 Item No 16

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No.39 Item No 20

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No.39, Item No..22

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No.39, Item No..21

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No.40 Item No. 34(b)

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No..68, Item No.1

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No. 75, Item No. 23 II ( c)

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No. 14, Item No. 7 ( b)

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No. 32, Item No. a (2)

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No. 32, Item No. 2 ( f)

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No. 32, Item No. 3 ( b)

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No. 37, Item No. 13 E ( 2)

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No. 38, Item No. 14 (c)

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No. 40, Item No. 33 (b)

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No. 30, Item No.16 (a)

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No. 30, Item No.15 (a)

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No.9,10, Item No..20 II(d)

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No.69 Item No 4 (II) d

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No.69 Item No 5 (I) a

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No.70 Item No 6 (b)

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No.70 Item No 9 (b)

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No.73,, Item No..19 (d)

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No.70,71, Item No..11(b)

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No.14,, Item No..9

Add: Area Weightage @ 5%

PWD Electrical C.S.R. Page No.42,, Item No..40 (c)

Add: Area Weightage @ 5%

PWD Civil C.S.R. P.No. 79 Item No 13.15

Add: Area Weightage @ 10%

PWD Civil C.S.R. P.No. 82 Item No 13.55

Add: Area Weightage @ 10%

PWD Civil C.S.R. P.No. 80 Item No 13.21

Add: Area Weightage @ 10%

For submersible pump set

PWD Electrical C.S.R. P.No. 49 Item No 29 b (2)

Add: Area Weightage @ 10%

(PWD SR 2010-11, P-90 I.No.13.37)

Add: Area Weightage @ 10%

(PRE Cicle, Mangalore, 2010-11, SR Page No. 2 , Item No.11 :Zone-II)

Total

Asst. Engineer

S.E.P. Sub division,

Udupi

Estimate for Providing & Erecting Pumping Machinery to Openwell

Submersible Cables :PVC 1x3x4.00 Sqmm ( Item no2.3 page 117)

Non Return Valve :Supply and delivery of a brand new best make non return valve of size 50mm conforming to IS 10805-1986 with latest amendment and ISI mark 50 mm dia ( Item no5 page 118)

Galvanized Mild Steel Tubes :Providing galvanized mild steel tubes heavy clean (C-class) conforming to IS:219 Part/1979 with latest amendments with ISI mark (one end fitted with preservative cover of size 50mm ( Item no10 page 118)

INDOOR TYPE BOARD : Consists of two units Meter Board unit and Panel Board Unit Up to 6.00 HP ( Item no 6.1 page 118)

Erection of Panel Board Indoor type ( Item no 12.2 page 118)

Erection, Electrification and commissioning works of pump set ( Item no 11 page 118)

Supplying transportation and errection of cement Concood box type pump house of size 132cmX56cmX28cm with two supports of size 30cmX4cmX153cms made of fabricated steel structure of 4mm MS wires welded together coupled with chicken mesh and provided with edge stiffeners in the form of MS flats of size 20mm x 3mm with 6mm aggregates, having thin (less than 1inch) sections in general and all surfaces are painted with two coats of antifungus paint of approved appropriate colour and shade including excavation embedding into cement concrete of mix M20 proportion of size 60cms X 30cms x 45cms and refilling the excavated stuff with all lead and lift, loading and unloading etc., complete and as per the directions of the engineer incharge of work.( Item no 1 page 106)

Supply and delivery of HDPE pipes grade PE 80 OD 50mm( Item no3-3 page 116 )

Providing submersible pump set suitable for Open well of 15mm dia and having the declared duty conditioned as detailed below and satisfying performance characterstick for pump and motor as declared by the bureau of Indian standards. The pump set should conform to IS 0034-1976(with all its latest amendments) and should bear ISI certification mark IS: 8034-1989. The Pump set should consist of bronze impellers only. Capable of Discharging 120 LPM of duty point against a total head 65m due to all charges 3.00H.P/50m Dish ( PRED SR Comparitive Statement)Pg no:116,I.No:03

Basic Rate

Area weightage @ 12%

Total Rs.

Assistant Engineer

M.I. & G.W.D. Sub Division, Udupi

ESTIMATE FOR INTERNAL WIRING AND ELECTRIFICATION

Open Conduit system : Supplying heavy gauge PVC conduit pipe ….dia confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc., and fixing using inverted wood plugs in case of RCC ceiling and RCC wall stone structure or rawl plugs in case of brick wall and cement plastering damaged portion using heavy gauge saddles at an interval of 700 mm using WF screws. 19/20mm dia 2mm thick (P2 item 1 a) Of PWD Electricals)

Point wiring using copper wire with switch : Supplying and wiring adopting loop system in existing PVC Conduit / casing caping using copper PVC insulated multi strand 2*1.5Sqmm copper wire with a 6Amps flush type SP control switch shall be fixed on the exisisting plastic sheet/ gang box, the othe ind of the wires shall be terminated with sufficient loose length in a wood/ PVC round block. complete for each outlet. Short point upto 3mtr form tapping point to out let via switch (P3 item 8(I) a Of PWD Electricals)

Supplying and fixing PBBC bakelite straight or slant batten holder and wiring, within 60w/230 Volts lamps Group 'A' ( P13 item 2 a Of PWD Electricals))

Supplying and fixing cast aluminium round or oblong type bulk head fitting with GI wire guard, glass cover with 60/100 watts 230v GLS lamp as required. © Other Approved Make) Ele SR page 13/5 c

Supplying and fixing of backlite D.P/ Socket/ switch with/ without neon indicator over existing wood board or flush mounting in plastic plates/nitches. Using Group B Material. (a) 32 Amps Flush/Projected Type DP Switch. Ele SR page 6/14 II (a)

Supplying, fixing and wiring earth electrode for ground conduits, IO cutouts and other equipments on the meter board using 40 mm. Dia.2.90 mm. Thick GI pipe 2.5 M long burries in a pit. The pit should be filled with equal proportion salt and charcoal 150 mm.alround the pipe to the conduit etc.is to established through GI wire of size as per clause 7.3.3 of IS 732 using 12 mm.dia. bolts, nuts,washers and checknuts etc. The pipe shall have 16 through holes of 12. mm.dia . Ele SR page 68/1

Supplying and fixing one of 32A. Porciline Fuse channels with cutouts on existing wooden/panel board using necessary nuts bolts and washers etc, complete. Ele SR page 32/3(b)

Supplying and fixing angle iron frame work fabricated out of M.S. angle 40 x 40 x 6 mm. With bolts, nuts, washers etc, and painted with 2 coats of red oxide and then two coats of appd. Paint. Ele. SR page 41/38 (a).

Supplying of TPST 32 amps with rewirable porcelain channels in SM enclosure. Page 30/1(a) Group B

Fixing of. Amps TPST/ change over switch/ Contractor along with neutral link with screws, bolts, nuts and wiring using required capacity wires and circuit labeling. 15A to 63A TPST (P30 item 16 a)

Supplying and fixing 5 to 32A. TPN miniature circuit braker on existing MCB Distribution boards using necessary fixing materials and wiring complete as required. P 35/13(e-2) Group A

Supplying fixing and wiring current operated earth /residual current circuit breaker 240/450 V with 6 kA short circuit withstanding capacity upto 100-300 mA sensitivity on existing wood/panel board 40 Amps 4 Pole. Page 38/14 c

Supplying and fixing of LED type panel Board indicating lamp with required color suitable for 220 v A.C.50 Hz 12/24 v DC Group B page 40/34(b)

Supplying and fixing 500 x 500 x 65 mm. (20" x 20" x 2.5") polished wood board made of not less than 15 mm. Thick plank on both sides with planks made out of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs, screws, etc. P 32/2 f

Supplying, fixing and wiring electronic 5 to 40 Amps three phase 4 wire Energy meter Group B page 37/27(b)

Supplying of LT UG cable having aluminium conductor PVC insulated, sheathed, galvanised, steel wire/ steel tap armoured cable with PVC outer sheathing 1.1KV class 4 core 16 sqmm Class 'B' PVC Cable. PWD Electrical C.S.R. Page No.69 Item No 4 (II) d

Labour charges for laying of 1.1 KV class UG cable when supplied agency in existing trench GI pipe/ stoneware pipe / on wall/ on pole as required. In existing trench/duct.- 6 sqmm to 16 sqmm, PWD Electrical C.S.R. Page No.69 Item No 5 (I) a

Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating etc., complete(As per Civil SR KSBB I-2, P-7) In soil (Hard)PWD Electrical C.S.R. Page No.70 Item No 6 (b)

Supplying and fixing of class A (medium duty) 50mm GI pipe of wall thickness not less than 3.25mm on pole/ wall/ drain crossing with necessary clamping arrangements for UG cable of 1.1 KV class.PWD Electrical C.S.R. Page No.70 Item No 9 (b)

Supply and laying double walled corrugated ( DWC) HDPE Pipe with necessary connecting Sockets/ Coupling /Tees/Bends of same materials in existing trench as per IS 14930 part -II suitable for drawing under ground cables. through 77 mm OD/63 mm IDPWD Electrical C.S.R. Page No.73,, Item No..19 (d)

Miscellaneous Expenses

Total Rs.

Assistant Engineer

M.I. & G.W.D. Sub Division, Udupi

LEAD STATEMENT

For items with initial lead 1Km

Rubble

Metal

Cement/Steel

Cement/Steel

Murrum

Water

Lead more than 5 Km upto 30Km

Lead Beyond 30KM

Section Officer,

M.I & G.W.D. Sub-Dn, Udupi

Present Market Rate

Cement

Steel

Bituminious Emulsion

Asphalt

L e a d S t a t e m e n t

Cement, Steel, Granite & Sand : Udupi tq HQ

From Udupi To Barkur

Barkur to Work spot

Consider

Earth :

C e r t i f i c a t e :-

1. Certified that for materials - Cement, steel, granite & sand in consideredlead from taluk head quarters which is 25.00 Kms.

Asst Executive Engineer,

M.I. & G.W.D. Sub-Dvn, Udupi

Superintending Engineer,

Minor Irrigation Circle, Mysore

Sub Estimate for Rising main & Distribution

Excavation in all kinds of soils including boulders up to 0.6m dia meter (0.113 cum) and placing excavated stuff neatly in specified dump area or disposing off the same as directed etc. complete with lead up to 50 mtrs and initial lead up to 1.50mtrs For Pipe line trenches, anchor block, trust blcok, saddles and other similar structures( M.I. Cicle, Mysore SR, 2014-15, SR Page No. 94, Item No.1b)

Basic Rate

Add for Area weightage @ 3%

Total

Rising Main

Distribution

Rising main 63/4

Distribution 63/4

Refilling Pipe line trenches with available soil obtained from excavation of trenches in layers of 150mm thickness and compacting the same to required degree of compaction etc. complete with lead up to 50 mtrs (M.I. Cicle, Mysore SR, 2014-15, SR Page No. 103, Item No.31)

Basic Rate

Add for Area weightage @ 3%

Total

Soil obtained from excavation =

Deduct 10% Shrinkage =

Laying and jointing G.I. Pipes without earthwork includng aligning to line and slope, fixing collers, elbows, elbows, tees, bends, gland cocks and other fitting with cuts and threads wherever (PRE Circle, Mangalore RWS SR 2012-13 Item No. 3.1.6 Page No. 29)

50mm dia 1x6

KSRB 13-6.2-2 : Providing and fixing in position brass gate valve with C.I wheel of approved quality (screwed end ) 50 mm nominal bore including cost of all materials labour charges, HOM of equipment and testing complete as per specifications (PWD SR 2013-14, P-98 I.No.13.37)

Basic Rate

Add for Area weightage @ 10%

Total

Cost of 80 mm dia G.I. pipe (PRE Circle, Mangalore RWS SR 2012-13 Item No. 6 Page No. 111)

50mm dia 1 x 6

Estimate for Construction of Cistrern ( 1 No.)

KSRB 2-2.2 :Earth work excavation for foundation of buildings, water supply, sanitory lines and electrical conducts either in pits or in trenches 1.50M and above in width in hard soil not exceeding 1.50M in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead up to 50M after breaking of clods complete as per specifications.Specification No. KBS 2.1(b) / 2.3.5

KSRB 4-1.2 :Providing and laying in position plain cement concrete of mix M10 with OPC cement @220kgs, with 40mm and down size graded granite metal coarse aggregates @ 0.892 cum and fine aggregates @ 0.465 cum, machine mixed, concrete laid in layers not exceeding 15 cms thick, well compacted in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.Specification No. KBS 4-1, 4.2

KSRB 5.2-3 : Providing and constructing granite / trap / basalt size stone masonry in foundation cement mortar 1:6, stone hammerd dressed in courses not less than 20 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13

Providing and constructing laterite size stone masonry including cost and conveyance of materials curing etc complete as per specification FOR BASEMENT in C.M. 1:6 (Cement = 45 Kg.)

KSRB 4-1.6 ; Providing and laying in position plain cement concrete of mix M15 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2

KSRB15-3.10 : Providing 20mm thick cement plaster in single coat with cement mortar 1:3, to stone masonry & concrete surface including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.

Inside

Outside

Basement

Miscellaneous & unforseen such as controlling arrangements etc.

Total

Assistant Engineer

M.I Sub Division

Udupi

Construction of Cistern ( Size:2.00Mt X 2.00 Mtr )

RATE ANALYSIS

( Basic rate for Cement as per Item 132 Page V of SR of PWD Circle, Mangalore for the year for the year 2013-14) is Rs. 696.00/Qtl. ie., Rs, 348.00/Bags)

KSRB 2-2.2 :Earth work excavation for foundation of buildings, water supply, sanitory lines and electrical conducts either in pits or in trenches 1.50M and above in width in hard soil not exceeding 1.50M in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead up to 50M after breaking of clods complete as per specifications.Specification No. KBS 2.1(b) / 2.3.5

(Basic rate as per item 2.4 Page 5 of P.W.D. SR Mangalore Circle 2014-15)

Add for Malnad Area weightage @ 10%

KSRB 4-1.2 :Providing and laying in position plain cement concrete of mix M10 with OPC cement @220kgs, with 40mm and down size graded granite metal coarse aggregates @ 0.892 cum and fine aggregates @ 0.465 cum, machine mixed, concrete laid in layers not exceeding 15 cms thick, well compacted in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.Specification No. KBS 4-1, 4.2

(Basic rate as per item 4.2 Page 12of P.W.D. SR Mangalore Circle 2014-15)

Difference in Cost of cement(4.4 Bag/cum x ( Rs 375 /bag -Rs.379.15 / bag)

Add for Malnad Area weightage @ 10%

KSRB 5.2-3 : Providing and constructing granite / trap / basalt size stone masonry in foundation cement mortar 1:6, stone hammerd dressed in courses not less than 20 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13

(Basic rate as per item 5.6 Page 23 of P.W.D. SR Mangalore Circle 2014-15)

Difference in Cost of cement(1.4 Bag/cum x ( Rs 375 /bag -Rs.379.15 / bag)

Add for Malnad Area weightage @ 10%

Providing and constructing laterite size stone masonry including cost and conveyance of materials curing etc complete as per specification FOR BASEMENT in C.M. 1:6 (Cement = 45 Kg.)

(Basic rate as per item 37.64.1 Page 275 of P.W.D. SR of Mangalore Circle 2014-15)

Difference in Cost of cement(0.9 Bag/cum x ( Rs 375 /bag -Rs.379.15 / bag)

Add for Malnad Area weightage @ 10%

KSRB 4-1.6 ; Providing and laying in position plain cement concrete of mix M15 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2

(Basic rate as per item 4.6 Page 12 of P.W.D. SR Mangalore Circle 2014-15)

Difference in Cost of cement(4.8 Bag/cum x ( Rs 375 /bag -Rs.379.15 / bag)

Add for Malnad Area weightage @ 10%

KSRB15-3.10 : Providing 20mm thick cement plaster in single coat with cement mortar 1:3, to stone masonry & concrete surface including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.

Difference in Cost of cement(0.22 Bag/cum x ( Rs 375 /bag -Rs.379.15 / bag)

Add for Malnad Area weightage @ 10%

Assistant Engineer

SEP Sub Division

Udupi

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Common SR 2023-24 Vol-5,Pg.No.139 Item No.12.1.1

Common SR 2023-24 Vol-5,Pg.No.139 Item No.12.1.2

Common SR 2023-24 Vol-5,Pg.No.139 Item No.12.1.3

Common SR 2023-24 Vol-5,Pg.No.139 Item No.12.1.4

Common SR 2023-24 Vol-5,Pg.No.143 Item No.12.32

Common SR 2023-24 Vol-5,Pg.No.154 Item No.13.22.3

Common SR 2023-24 Vol-6,Pg.No.20 Item No.5.42.1

Common SR 2023-24 Vol-6,Pg.No.20 Item No.5.41.1

Common SR 2023-24 Vol-5,Pg.No.156 Item No.13.35.4

WORK DONE CERTIFICATE

Name of the Department

Name of Division

Estimated Cost

Agreement No.

Name of Contractor

Tendered cost

Date of work order

Stipulated period of completion

Intended date of Complition

Final Date of completion, (For completed work)

Revised amount of work (including claims/extra/arbitration amount,if any)

Cost of work executed

Balance cost of work

Whether final bill is paid

Reasons for non completion of work in schedule period of completion

Whether any penalties fine/stop notice/compensation/liquidated damage imposed/Imposed & canceled

Remarks of the Engineer performance of the Contractor working style quality consciousness tendency of claims

Divisional Officer

Format for 3.2 (b)

Divisional Officer

Note:- The statement showing the value of existing commitments and On - Going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the employer in charge, not below the rank of an Executive Engineer or equivalent.