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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹34.7 Laccepted-aoc | accepted-aoc |
Tender Value
₹36.8 L
EMD Value
₹73,500
Closing Date
13 Mar 2026, 5:30 pmClosed
Rural Drinking Water and Sanitation Department
Ms Manjula biradar
PROVIDING FHTCs TO 200 HOUSEHOLDS IN TADALAGI HABITATION OF TADALAGI VILLAGE OF KOLHAR TALUK IN VIJAYAPUR DISTRICT UNDER MVS OF MANAGOLI AND 35 VILLAGES MVS PROJECT IN VIJAYAPUR DISTRICT
RWSSD/2025-26/WS/WORK_INDENT9890
RWSSD/2025-26/WS/WORK_INDENT9890
Open
Water supply/sewage lines
Two Tender Document System(Two Cover)
RWSSD Division Office Vijayapura
7 documents required · 7 mandatory
Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)
Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender)
Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year
Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year
Total value of civl engineering works executed and payments received in the last five years (year-wise)
List of existing commitments and ongoing works
List of works for which tenders already submitted
Banker Details for reference
Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded
Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years
Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded
Proposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached)
₹920
₹73,500
1 Oct 2026
27 Feb 2026
16 Mar 2026
11 Mar 2026
F O R M P. W. G. 62
(PARAGRAP 130 (a) OF THE KARNATAKA PUBLIC WORKS DEPARTMENTAL CODE)
E S T I M A T E F A C E S H E E T
Division : - RDW & S. Division, Vijayapur
Sub-Division : - RDW & S Sub-Division, B,bagewadi F O R M P. W. G. 62
Sanctioned Estimate No:
Fund Head :- " Jal Jeevan Mission 202 1-222
JAL JEEVAN MISSION 2020-21
Departmental Head :
Estimate fromed in the office of the Executive Engineer, RDW & S .Division, Vijayapura for the probable expenses that will be incurred
PROVIDING FHTC’s TO 200 HOUSEHOLDS IN TADALAGI HABITATION OF TADALAGI VILLAGE OF KOLHAR TALUK IN VIJAYAPUR DISTRICT UNDER MVS OF MANAGOLI & 35 VILLAGES MVS PROJECT IN VIJAYAPUR DISTRICT Name of Work : Providing FHTC's to 460 Households in Devalatti habitation of Devalatti village, Khanapur Taluka in Belagavi District through SVS to Devalatti village in Belagavi District (55 LPCD)
Estimated Cost : Rs. 4609000.00
Grant for 2021-21 Rs.
Administratively Approved under :
Technically sanctioned under :
Estimate prepared by : AE
and checked by Smt.
(call or authority)
Separate sheet enclosed
Section Officer Assistant Executive Engineer
RDW & S Sub Division B. Bagewadi
GRAM PANCHAYAT THARAV
PROVIDING FHTC’s TO 200 HOUSEHOLDS IN TADALAGI HABITATION OF TADALAGI VILLAGE OF KOLHAR TALUK IN VIJAYAPUR DISTRICT UNDER MVS OF MANAGOLI & 35 VILLAGES MVS PROJECT IN VIJAYAPUR DISTRICT
(As per Para 133 of K.P.W.D)
Certified that Shri Assistant Executive Engineer, RWSS Sub Division have personally visited the spot and prepared the estimate using sanctioned schedule of rates, and providing for the most economical and safe way of executing the work.
(As required vide G.O No. PWD SL CMS 96 Dt. 27-06-1991
Certified that sufficient care has been taken while preparing the estimates in respect of the above mentioned work to see that necessary items which are technicaly required for the work in sufficient quantity as per site condition are included while preparing the estimate, and specification of items included are completed and correct
Certified that the work proposed in this estimate has not been taken up under any other head/ programme by any agency. The said work has not been included/proposed/over lapped in any other proposed programme.
Section Officer Assistant Executive Engineer
RDW & S Sub Division B. Bagewadi
WATER DEMAND DETAILS
FOR SCHEME DESIGN (30 YEARS)
Taluka Rural population as per Census 2001
Taluka Rural population as per Census 2011
Percentage of decadal growth 5.00%
Sl. No. Taluk Name of the G .P. Name of the Habitaion Projected Population LPCD Water Demand in ltr/Day Raw Water Demand for year 2052 including losses 20%
a) Total households 200
Total households a = 0 200 210 215 221 232
Total Pouplation & households as Per GP record 42 657
persons/house 5.87 277 #REF!
* Losses in distribution system considered as 10%
* No of Households in present year collected from Gram Panchayat & no of person per Household worked out accordingly projected household calculated. 680
Section Officer Assistant Executive Engineer
RDW & S Sub Division B. Bagewadi
DETAILS OF STORAGE RESERVOIR CAPACITIES
FOR SCHEME DESIGN (30 YEARS)
Sl. No. Taluk Name of the Village/Habitation Water Demand in ltr/Day Pure Water Demand IN Ltr/Day for year 2052 including losses 10% Capacity of storage reservoir required in Ltr Existing storage reservoirs in Ltr Balane qty of storage reservoirs required in ltrs Storage reservoirs proposed in
* Storage reservoir capacity of 1/2 the daily demand is considered as per NRDWP Norms for preparation of DPR-
Existing 1 nos of ELSR of 50000 ltrs capacity is Saficient.
Section Officer Assistant Executive Engineer
RDW & S Sub Division B. Bagewadi
1 POPULATION AS PER CENSUS -2011 1117 Souls
2 TOTAL POPULATION ON 2052 1360 Souls 680
3 TOTAL HOUSE HOLD CONNECTION 200 Souls
4 POPULATION CONSIDERED FOR DESIGN 1360 Souls #REF!
5 NO OF HOUSEHOLD 200 no
6 WATER DEMAND CONSIDERED 55 LPCD
7 TOTAL WATER DEMAND (Incl. 10% Losses) 82280.00 LPD
SOURCES DETAILS
Avilable Yeild LPH Pumping Hrs./day Discharge per day Yeild Avilable duration
9 Multi Village Managoli and other 35 villages Avilable Yeild
RISING MAIN DESIGN FOR BORE WELL TO EXISTING OHT RISING MAIN DESIGN FOR BORE WELL TO EXISTING OHT
SL NO 75 90 75 90 110 SL NO DESCRIPTION RESULTS
1 Discharge in( LPS) 0 0 0 0 0 1 Discharge in (lph) 0
2 Pumping Hours(hrs) 8 8 8 8 8 2 Number of Hours of Pumping 8.00
3 Value of HWC for pipe 140 140 140 140 140 3 Discharge in (lps) 0
4 Length of rising main,(m) 300 300 300 300 300 4 C=Hazen Williams Constant for Pipe material 140
5 Designed length of rising main,(m) 300 300 330 330 330 5 Total Length of rising main (m) 300
6 Loss per 1000m length,(m) 0.0000 0.0000 0.0000 0.0000 0.0000 6 Suction head 0.00
7 Total friction loss,(m) & 10%Losess for Turns,Bends 0.0000 0.0000 0.0000 0.0000 0.0000 7 DH = Delivery Head (m) 148.35
8 Delivery Head,(m)(pump level to FSL) 148.3500 148.3500 148.3500 148.3500 148.3500 8 RH=Residual Head ( m) 3.00
14 Cost of pumping machinery at Rs. 4000 per BHP 0.00 0.00 0.00 0.00 0.00
15 Total Energy charges per year (0.746*8*365*hp*Energy Charges) 0.00 0.00 0.00 0.00 0.00
16 M&R Depreciation Charges(at 7.5%of item14) 0.00 0.00 0.00 0.00 0.00
17 Total O&M Charges 0.00 0.00 0.00 0.00 0.00
18 Capitalised value of O&M Charges (6.686*O&M) 0.00 0.00 0.00 0.00 0.00
21 Grand total of capitalised cost for 10 years 15420.00 20850.00 46860.00 65340.00 58740.00 Q 0 SINGLE WALL THICK- 6 KSC IN MM
From the table it is seen that the most economical size of rising main is 75 mm dia L 300
WATER HAMMER DESIGN FOR RISING MAIN T 8.00 DIA THICKNESS
SL NO DESCRIPTION 75 90 75 90 110 DH 148.35 75 2.85
2 Type of pipe P.V.C P.V.C P.V.C P.V.C P.V.C RH 3.00 110 4.00
3 Class of pipe 6 KSC 6 KSC 6 KSC 6 KSC 6 KSC RL OF PUMP SET 540.00 140
4 Length(m) 300 300 300 300 300 RL of lowest GL 650.000 160
5 Discharge(Cumecs) 0 0 0 0 0 FSL 688.35 200
6 RL at Ground Level 650 650 650.00 650.00 650.00 CLASS OF PIPE 6 KSC
7 Fullsupply level 688.35 688.35 688.35 688.35 688.35 Pipe,Mat P.V.C
13 Water hammer pressure(m) 0 0 0 0 0.0000
WATER HAMMER DESIGN FOR RISING MAIN
14 (1) Design Pressure= StaticHead+ Water Hammer Head 38.35 38.35 41.35 41.35 41.35
16 Design Head (m) #REF! #REF! 41.35 41.35 41.35
17 Total Pressure (Ksc) #REF! #REF! 4.14 4.14 4.14
18 Required Pressure Class of Pipe 6 Ksc 6 Ksc 6 KSC 6 KSC 6 KSC
Based on economical & Water hammer analysis Provide 75mm P.V.C pipe of 6 Ksc
1) Rising main - from Bore well -1 to Exit OHT - 75MM dia- 6 ksc - 300.0Mtrs Pumping machinery ;- Discharge - 2.265Lps Head :- 154.0Mtrs
PROVIDING FHTC’s TO 200 HOUSEHOLDS IN TADALAGI HABITATION OF TADALAGI VILLAGE OF KOLHAR TALUK IN VIJAYAPUR DISTRICT UNDER MVS OF MANAGOLI & 35 VILLAGES MVS PROJECT IN VIJAYAPUR DISTRICT
SUMMARY OF COSTS
Sl.No Project Components Project Cost (Rs) Contribution as % of capital cost estimated at prescribed rates
Users /Community [CC] Gram Panchayat Central Government Fund [CGF] State Government Fund [SGF]
% Amount (Rs) % Amount (Rs) % Amount (Rs) % Amount (Rs)
3 Other expenditur & Miscelleinous 790.00 0% 0.00 0% 0.00 50.0% 395.00 50.0% 395.00
COST PER FHTC's
4 [PART-A] No of FHTC's Cost in Rs.
Cost for construction ELSR ,Gravity main & repairs to exisitng GLSR 201 = 1,180.75 200
Cost for Pipe Line & FHTC's 201 = 21749.60
Total costing per FHTC's 22930.35
Assistant Executive Engineer Executive Engineer
RDW & S Sub Division B. Bagewadi RDW & S Division Vijayapur
1 For 2020 Population (In Rs.) 3,929.24 1 For 2020 Household (In Rs.)
2 For 2040 Population (In Rs.) 3,559.07 2 For 2040 Household (In Rs.)
3 For 2050 Population (In Rs.) 3,388.97 3 For 2050 Household (In Rs.)
PROVIDING FHTC’s TO 200 HOUSEHOLDS IN TADALAGI HABITATION OF TADALAGI VILLAGE OF KOLHAR TALUK IN VIJAYAPUR DISTRICT UNDER MVS OF MANAGOLI & 35 VILLAGES MVS PROJECT IN VIJAYAPUR DISTRICT 200
ABSTRACT OF ESTIMATE
Sl. No. Name of sub Works Amount (In Rs.)
1 Sub Estimate For Repairs to existing ELSR 50000 Ltrs 75 M Staging 86540.00
2 DETAILED ESTIMATE FOR BULK FLOW METER 99844.72
Sub total of Part -A 186384.72
Third party inspection 0.50% + Preparation DPR 0.78%+ Tender Premium 10% (Including 18% GST) 24809.00 931.92 1453.80 18638.47 21024.20 3784.36 24808.55
Sub Total-1 of Part -A 211193.72 3167.91
Total of Part -A 236540.00 1762800
1 Distribution Pipe Line 2344420.00 35000
2 Household connections 1100340.00 35000
Sub Total Part -B 3444760.00 #REF!
Third party inspection 0.50% + Preparation DPR 0.78%+ Tender Premium 10% (Including 18% GST) 458511.00 17223.80 26869.128 344476 388568.93 69942.40704 458511.34
Sub Total-1 of Part -B 3903271.00
Total of Part -B 4371670.00
Total cost of Part -A & B 4608210.00
Add for other expenditure & Miscelleinous 790.00
Grand Total 4609000.00 4400000
Amount in Lakh 46.09 -209000.00
Assistant Executive Engineer Executive Engineer
RDW & S Sub Division B. Bagewadi RDW & S Division Vijayapur
Section Officer Assistant Executive Engineer
RDW & S sub Division Belagavi
PART -A ESTIMATES
Cleaning of Borewells
Sl. No Particulars No Measurements Units Rate (Rs) Amount (Rs.)
1 Cleaning of borewells including yield testing of Borewell either using slow or fast Rig for not more than two hours at the final depth with a minimum working of two hours continuously with air compressor or suitable pump as per specification including the cost of transportation charges crew charges, cost of consumables etc., complete.
(RWS Circle BGM SR 2019-20 P.No. I No. 13.05)
2 Hydrofacturing of 165 mm to 150 mm dia Borewell by using Hydrofracturing Unit using single packer with minimum of two fractures including transportation of unit supporting vehicle, crew charges, cost of consumables and yield testing of Borewell one hour at once before fracturing and the other after fracturing with in a radius of 50 Kms from taluk head quarters including supplying necessary water for fracturing etc., complete.
(RWS Circle BGM SR 2019-20 P.No. I No. 13.03)
GRAND TOTAL 40199.00
Section Officer Assistant Executive Engineer
RDW & S Sub Division B. Bagewadi RDW & S Division Vijayapur
1 CONSTRUCTION OF ELSR 25000 ltr. 9.00 m STAGING
Sl. No. Description Unit No L B D Qty Rate (Rs) Amount (Rs)
1 Earth work in excavation of foundation of structures upto 3 m depth as per drawing and technical specification, including setting out, providing shoring,strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead, including cost of labour, materials and HOM of machineries, etc., complete. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-2.09] 0.00
i) In ordinary/Hard soil Cum 40.00% 13.36 52.00 694.79 27.5 54.6
ii) In ordinary rock without Blasting Cum 60.00% 20.04 67.00 1342.82 70.35
2 Providing and laying in position plain cement concrete of grade M 15 with OPC cement @ 240kgs, with 40mm 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, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.41] 0.00
3 Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.7 cum and fine aggregates @ 0.47 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete for R. rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges) [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.43] 0.00
iii Columns below GL Cum 6.00 0.25 0.25 1.55 0.58 0.00
4 Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.7 cum and fine aggregates @ 0.47 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc.,complete as per design and specification for staging, columns and braces above ground level (exclusive of cost of steel and fabrication charges) [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.47.3] 0.00
i Columns (Ht = 9.00 Stg - beam depth 0.45 ) Cum 6.00 0.25 0.25 8.40 3.15 0.00
5 Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification and giving satisfactory water proof test including construction joints wherever necessary as per the directions of the departmental Officers complete for ring beam, side walls, bottom dome or bottom slab, shell portion and bottom ribs (exclusive of cost of steel and fabrication charges and jointing materials) [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.52.3] 0.00
ii Bottom slab Cum 0.7855 4.30 4.30 0.3 4.36 0.00
iii Landing at bottom slab Level Cum 3.142 4.90 0.60 0.125 1.15 0.00
iv Cylindrical wall (L=perimeter @ center) Cum 3.142 4.15 0.15 2.00 3.91 0.00
v Railing Columns @ 2 mtrs apart for landing Cum 9.00 0.15 0.15 0.90 0.18 0.00
6 Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., completeas per design and specifications etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges) [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.56.3] 0.00
i Top ring beam Cum 3.142 4.20 0.20 0.30 0.79 0.00
iii Crown Beam Cum 3.142 0.75 0.15 0.15 0.05 0.00
iv Raling Columns @ 2mtrs apart for landing Cum 16.00 0.15 0.15 0.90 0.32 0.00
v For landings Cum 3.00 0.90 0.75 0.15 0.30 0.00
For landing beam Cum 3.00 0.90 0.30 0.15 0.12 0.00
Deductions 0.00 0.00
7 Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.59.1] 0.00
8 Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of following size and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with all lead and lift etc., complete. 65x65x8mm angle iron frame. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.62] 0.00
9 Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.63] 0.00
inside container Rmtr 1 2.5 2.5 3099.00 7747.50 3253.95
10 Providing and constructing RCC hexagonal ventilator finial for RCC over head tank the finial to be constructed with CC (M-20) proportion using 20mm and down size jelly with reinforcement using 6mm dia., M.S. rods 4 nos., for each of the pillars both ways for full width of doom at 12cm c/c, the ventilator to be of 0.45 M x 0.5 M size provided with 25mm x 25mm x 5mm M.S. frame welded with diamond mesh to its full width and depth fully covered with aluminium mosquito mesh finished smooth with CM 1:3 proportion to required shape and size and ornamental finish including two coats of anti-corrosive paint for frame and mesh and two coats of cement paint matching to over head tank etc., complete. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.65] 0.00
11 Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.) [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.66] 0.00
12 Supplying, and Fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc complete [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-10.18] 0.00
i 100 mm dia CI puddle flange Nos 4.00 4.00 3172.00 12688.00 2647
13 Supplying,,laying of CI flanged pipe true to line/hoisting of CI flanged pipe confirming to IS 7181-1986 with latest amendments in position and aligning to correct plumb including cost of jointing material,conveying to work spot with all lead and lifts etc complete [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-10.17] 0.00
i 100 mm dia for inlet Pipe Rmt 1.00 13.00 13.00
ii 100 mm dia for over flow Rmt 1.00 13.00 13.00
iii 100mm dia for oulet Rmt 1.00 10.00 10.00
iv 100 mm dia for scour Rmt 1.00 10.00 10.00
14 Providing 80 mm dia CI bank flange confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-15.55]
i 100 mm dia CI blank flange Nos 1.00 1.00 250.00 250.00 200
15 Providing 80 mm dia Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-15.57]
i 100 mm dia CI Bell mouthed pipe Nos 1.00 1.00 420.00 420.00 320
16 Providing 80 mm dia Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-15.58]
i 100 mm dia CI Duck foot bend Nos 4.00 4.00 420.00 1680.00 350
17 Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-15.107] 0.00
CI sluice valves Body and seat ring bronze PN 1.0 confirming to IS 14846 0.00
i sluice Valve 100 mm dia Nos 4.00 4.00 10838.00 43352.00 8552
18 Providing and fixing enameled gauge plate 3 mm thick, 0.23 M wide with plastic float thick plastic indicator and flexible nylon wire etc., complete to 2.50 M height. Note : Providing and fixing enameled gauge plate 3 mm thick, 0.23 M wide For Every additional 0.50M [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.67] 0.00
19 Providing 2 coats of Snowcem/Water-proof cement paint of approved colour and shade over one coat of primer including curing etc., complete for RCC over head tank. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.70] 0.00
i Top Dome outside Sqm 2.00 3.14 4.30 0.80 21.62 0.00
ii Top Ring beam Sqm 3.142 4.30 0.20 2.70 0.00
iii Cyclindrical Walls outside Sqm 3.142 4.30 2.65 35.80 0.00
iv Bottom Slab inside Sqm 0.7855 4.30 4.8 16.21 0.00
v Bottom Ring Beam Outside Sqm 3.142 4.30 0.25 3.38 0.00 13 130000
vi Landing at the top of stair case Sqm 1 1.65 0.75 --- 1.24 0.00 13000
viii Columns Sqm 6 8.40 1.20 --- 60.48 0.00
x Railings columns Sqm 25.00 3.14 0.15 0.90 10.60 0.00
20 Painting two coats on new concrete surface :Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Specification No 803 [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-15.103] 0.00
21 Painting New Letter and Figures of any Shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“i) Hindi ( Matras commas and the like not to be measured and paid for half letter shall be counted as half) “ MORTH Specification No. 803 [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-15.104] 0.00
22 Providing & fixing copper lightning arrester with five spikes and 20mm dia copper tube or suitable length of aluminium strip of spike 25mmx3mm including grounding as per specification. The aluminium strip is to be encased in G.I. conduct pipe or 40mm dia., 6.8 M long suitably joined by collar with all specials, fixed to one of the columns etc., complete up to 9.0 M staging. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.72] 0.00
23 Providing & fixing G.I. pipe railing of 32mm dia.,G.I. pipe B-class in two rows of roof dome flat slab of landing of elevated storage reservoir including cutting, welding, threading, painting, embedding in C.M. pillars with all lead and lifts etc., complete. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.64] 0.00
for bottom landing Rmt 3.142 5.50 --- 17.28 0.00
for top landing Rmt 3.142 5.50 17.28 0.00
24 Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller) Note: Add Rs. 203.00 / cum for earth obtained from borrow pits. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-2.25] 0.00
For refilling Total Excavation Qty : 33.40 0.00
Ded. PCC qty: 2.29 0.00
Ded. Raft, Raft beam and Col Below GLqty: 4.02 0.00
Ded. Plinth Beam Qty : 1.04 0.00
25 Valve chamber 1.0X1.0 m sub estimate 4No's 18961.00 75844.00
26 Chainlink Fencing sub estimate 359940.00 359940.00
Total 1277812.56
Section Officer Assistant Executive Engineer
RDW & S Sub Division Khanapur RDW & S Sub Division Khanapur
1 Sub Estimate For Repairs to existing ELSR 50000 Ltrs 75 M Staging
S.No Description Unit No L B D Qty Rate Amount
1 Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete (RDW&S CIRCLE BGM SR 2019-20 Pg.No.38 It.No.4.63 ) 0.00
inside container Rmtr 1 NO 4.00 4.00 3099.00 12396.00
5 Providing 2 coats of snowcem /Water-proof cement paint painting over one coat of primer including scrapping the exposed faces, removing loose plastering, removal of vegetations, fungus, cleaning the surface, replastering wherever required in CM 1:3 to the required shape with necessary scaffolding & curing etc., (Including cost of materials). (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 39 It.No.4.71 ) 0.00
a Top Dome outside Sqm 2.00 3.14 4.95 1.00 31.11 0.00
b Top Ring beam Sqm 3.142 5.40 0.20 3.39 0.00
c Cyclindrical Walls outside Sqm 3.142 5.30 2.65 44.13 0.00
d Bottom Slab inside Sqm 0.7855 4.80 4.800 18.10 0.00
e Bottom Ring Beam Outside Sqm 3.142 5.30 0.25 4.16 0.00
f Landing at the top of spiral stair Sqm 1 1.35 0.75 --- 1.01 0.00
I Railings columns Sqm 20 3.14 0.15 0.90 8.48 0.00
6 Painting two coats on new concrete surface :Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Specification No 803 (RDW&S CIRCLE BGM SR 2019-20 Pg.No.330 It.No.15.103 ) 0.00
7 Painting New Letter and Figures of any Shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“i) Hindi (Matras commas and the like not to be measured and paid for half letter shall be counted as half) “ MORTH Specification No. 803 (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 331 It.No.15.104 ) 0.00
8 Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.322 It.No.15.107 ) 0.00
i Sluice Valve 80 mm FOR ELSR -1 Nos 3 3.00 8552.00 25656.00
ELSR No 1 86538.12
Section Officer Assistant Executive Engineer
RDW & S Sub Division B. Bagewadi RDW & S Sub Division B. Bagewadi
15 CONSTRUCTION OF ELSR 25000 LTR, 9.0 M STG.
Sl. No. Description Unit No L B D Qty Rate (Rs) Amount (Rs)
1 Earth work in excavation of foundation of structures upto 3 m depth as per drawing and technical specification, including setting out, providing shoring,strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead, including cost of labour, materials and HOM of machineries, etc., complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 9 It.No.2.09 ) 0.00 CONSTRUCTION OF ELSR 25000 LTR, 9.0 M STG.
i In ordinary/Hard soil Cum 4.0 1.80 1.80 2.40 31.11 52.00 1617.72 1.00 #VALUE! #VALUE!
2 Providing and laying in position plain cement concrete of grade M 15 with OPC cement @ 240kgs, with 40mm 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, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 30 It.No.4.41 ) 0.00
3 Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete for R. rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges) (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 30 It.No.4.44 ) 0.00
i For foundation Cum 4.0 1.50 1.50 0.30 2.70 0.00
ii Columns below GL Cum 4.0 0.25 0.30 1.95 0.59 0.00
4 Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification for staging, columns and braces above ground level (exclusive of cost of steel and fabrication charges) Staging - Mtr (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 32 It.No.4.48 ) 0.00
ii Columns (Ht = 9.0 Stg - beam depth 0.30 ) Cum 4.0 0.25 0.30 8.70 2.61 0.00
5 Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification and giving satisfactory water proof test including construction joints wherever necessary as per the directions of the departmental Officers complete for ring beam, side walls, bottom dome or bottom slab, shell portion and bottom ribs (exclusive of cost of steel and fabrication charges and jointing materials) Staging - Mtr (RDW&S CIRCLE BGM SR 2019-20 Pg.No.34 It.No.4.52 ) 0.00
ii Bottom slab Cum 1.0 3.60 3.60 0.15 1.94 0.00
iii Landing at bottom slab Level Cum 1.0 2.70 0.90 0.15 0.36 0.00
v Railing Columns @ 1.5 mtrs apart for landing Cum 4.0 0.15 0.15 0.90 0.08 0.00
6 Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., completeas per design and specifications etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges) Staging - Mtr (RDW&S CIRCLE BGM SR 2019-20 Pg.No.36 It.No.4.56 ) 0.00
ii Top Cover slab Cum 1.0 3.85 3.85 0.15 2.22 0.00
iii Landing at top slab Level Cum 1.0 2.95 0.90 0.15 0.40 0.00
iv Raling Columns @ 2mtrs apart for landing Cum 12.00 0.15 0.15 0.90 0.24 0.00
v For landings Cum 2.00 0.75 0.75 0.15 0.17 0.00
For landing beam Cum 2.00 0.75 0.25 0.30 0.11 0.00
Deductions 0.00 0.00
7 Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications. TMT bars Fe 500 (RDW&S CIRCLE BGM SR 2019-20 Pg.No.38 It.No.4.59.1 ) 0.00
8 Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of following size and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with all lead and lift etc., complete. 65x65x8mm angle iron frame. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.38 It.No.4.62 ) 0.00
9 Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete (RDW&S CIRCLE BGM SR 2019-20 Pg.No.38 It.No.4.63 ) 0.00
inside container Rmtr 1.0 3 3 3099.00 9297.00 1.00
10 Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.39 It.No.4.66 ) 0.00
11 Supplying, and Fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc complete (RDW&S CIRCLE BGM SR 2019-20 Pg.No.94 It.No.10.18 ) 0.00
i 80 mm dia CI puddle flange Nos 3.0 3.00 2647.00 7941.00 1.00
100 mm dia CI puddle flange Nos 1.0 1.00 3172.00 3172.00
12 Supplying,,laying of CI flanged pipe true to line/hoisting of CI flanged pipe confirming to IS 7181-1986 with latest amendments in position and aligning to correct plumb including cost of jointing material,conveying to work spot with all lead and lifts etc complete (RDW&S CIRCLE BGM SR 2019-20 Pg.No.93 It.No.10.17 ) 0.00
i 80 mm dia for inlet Pipe Rmt 1.0 15.00 15.00 0.00
ii 80 mm dia for over flow Rmt 1.0 15.00 15.00 0.00
iii 80 mm dia for scour Rmt 1.0 12.00 12.00 0.00
13 Providing CI bank flange confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.317 It.No.15.55 ) 0.00
i 80 mm dia CI blank flange Nos 1.0 1.00 200.00 200.00 1.00
14 Providing Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.318 It.No.15.57 ) 0.00
i 80 mm dia CI Bell mouthed pipe Nos 1.0 1.00 320.00 320.00 1.00
15 Providing Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 318 It.No.15.58 ) 0.00
i 80 mm dia CI Duck foot bend Nos 3.0 3.00 350.00 1050.00 1.00
ii 100 mm dia CI Duck foot bend Nos 1.0 1.00 420.00 420.00 1.00
16 Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.322 It.No.15.107 ) 0.00
i Scour Valve 80 mm dia Nos 3.0 3.00 8552.00 25656.00 1.00
ii Scour Valve 100 mm dia Nos 1.0 1.00 10838.00 10838.00 1.00
17 Providing and fixing enameled gauge plate 3 mm thick, 0.23 M wide with plastic float thick plastic indicator and flexible nylon wire etc., complete to 2.50 M height. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 39 It.No.4.67 ) 0.00
18 Providing 2 coats of Snowcem/Water-proof cement paint of approved colour and shade over one coat of primer including curing etc., complete for RCC over head tank. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 39 It.No.4.70 ) 0.00 0.05
i Top Slab outside Sqm 1.0 4.15 4.15 1.00 17.22 0.00 4.10
iii Vertical Walls outside Sqm 1.0 14.40 --- 2.60 37.44 0.00
iv Bottom Slab inside Sqm 1.0 3.60 3.60 --- 12.96 0.00
v Bottom Beam Outside Sqm 1.0 14.40 --- 0.30 4.32 0.00 0
vi Landing at slab levels Sqm 2.0 2.95 0.90 --- 5.31 0.00 0
Landing at bracings Sqm 2.0 0.75 0.75 --- 1.13 0.00
viii Columns Sqm 4.0 8.70 1.10 --- 38.28 0.00
x Railings columns Sqm 16.0 0.15 0.15 0.90 0.32 0.00
19 Painting two coats on new concrete surface :Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Specification No 803 (RDW&S CIRCLE BGM SR 2019-20 Pg.No.330 It.No.15.103 ) 0.00
20 Painting New Letter and Figures of any Shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“i) Hindi (Matras commas and the like not to be measured and paid for half letter shall be counted as half) “ MORTH Specification No. 803 (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 331 It.No.15.104 ) 0.00
21 Providing & fixing copper lightning arrester with five spikes and 20mm dia copper tube or suitable length of aluminium strip of spike 25mmx3mm including grounding as per specification. The aluminium strip is to be encased in G.I. conduct pipe or 40mm dia., 6.8 M long suitably joined by collar with all specials, fixed to one of the columns etc., complete up to 6 M staging. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 40 It.No.4.72 ) 0.00
22 Providing & fixing G.I. pipe railing of 32mm dia.,G.I. pipe B-class in two rows of roof dome flat slab of landing of elevated storage reservoir including cutting, welding, threading, painting, embedding in C.M. pillars with all lead and lifts etc., complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 38 It.No.4.64 ) 0.00
for both landings Rmt 4.00 3.85 --- 15.40 0.00
23 Construction of RCC Valve chamber 1.00x1.00 (sub Estimate attached) 0.00
Total 834107.77
Grand Total 834200.00
Assistant Executive Engineer Executive Engineer
RDW & S Sub Division, Mudhol RDW&S Division, Bagalkot
3 Restoration existing tap connection to FHTC 's Total
Restoration to existing tap connection 32 + 0 32 Existing 32 6
Sl. No. ITEM No L W D Qty Unit Rate (Rs) Amount (Rs) 50 0 305 355
1 Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 12 It.No.2.26)
i Cutting in Cement concrete road surface 32 3.00 0.30 0.125 3.60 Cum 1106.00 3981.60 1.00
ii Cutting in Aspalt road surface 0 3.00 0.30 0.10 0.00 Cum 542.00 0.00 1.00
iii cutting in Macadam road surface 0 3.00 0.30 0.10 0.00 Cum 346.00 0.00 1.00
Total Quantity 3.60 0.00
3 Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.322 It.No.15.72 ) 0.00
4 Providing and fixing Chlorinated Poly Vinyl Chloride (CPVC) pipes confirming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threading fitings, this includes jointing of pipes and fitting with one step solvent cement, trenching, refilling and testing of joints complete (External Work) [SR 2018-19 of PW, P,IWT, DEPT Page No: 99 Item No: 13.87, 13.87.1] 0.00
5 Providing, & fixing Flow control valve using food grade materials SS 316 ball / 1/2 " [15mm] including cost of all materials, labour charges, HOM and testing complete as per of following specification 0.00
The FCV nominal design is for 5 Ltr/Min Discharges at 0.5 bar pressure loss and should not exceed the fiow a tthe range of 7 Lit /Min at 1 bar or more pressure.
MOC of valve - Food grade stainless steel SS-316 MOC of Ball : sstainless steel-316
Flow direction arrow embossed on its outside surface
The Valve should act as flow control vaive and non return valve
Minimum operating pressure- 0.1 kgf( 10 cm head)
Designed pressure : 1 metre to 50 metres
Accuracy of vaives : + 20% of average fiow rate
Orifice size : not be less than 12mm
Ball size : not less than 12 mm
Weight of FCV : not less than 125 gms Length : not be less than 70 mm
The FCV is with internal arrangements of very simple passage in line such that the valve will pass the small floating particles if any entered in the valve to avoid choking.
The FCV shall be got tested from FCRI by the manufacturer as per above standards, The quantum of checkinq to be done from FCRI is attached herewith.
The FCV should be fitted on Saddle,which is fixed on distribution pipeline. [approved rate]
15mm Flow control valve 32 1.00 32.00 Each 250.00 8000.00 255.00
6 Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239-II, 1991 with latest amendments if any. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.322 It.No.15.73 ) 0.00
7 Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI union confirming to IS 1239-II, 1991 with latest amendments if any. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 324 It.No.15.78 ) 0.00
8 KSRB13-5 : Providing and fixing water meter with stop cock, jam nut, socket in G. I pipe line including cutting and threading the pipe and making long screws including cost of all materials, labour, HOM and testing complete as per specifications. Specification No. KBS 13.2.19/13.16 (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.93 It.No. 13.22 ) 0.00
9 Supply and fixing of HDPE water meter box to protect the water meter of class 'B: multijet type of size 15 to 32mm including HDPE box with base dia 300mmxlid dia 200mmxheight 250mm with openable lid and the cover is buried below GL with lid flush with GL including earthwork excavation for 600mmx600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12 to 20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height,disposal of excess earth with all lead and lifts etc complete as per drawing enclosed [RDW&S SR- 2019-20 BGM Circle, Pg No- 338 It No.-15.113] 0.00
HDPE water meter box 32 1.00 32.00 Rmt 500.00 16000.00 1.00
10 Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.90 It.No.10.04 ) 0.00 25mm
i For vertical support 15mm dia 32 1.20 38.40 Rmt 126.00 4838.40 1.00
ii For Crossing drain 20 mm dia 32 0.75 24.00 Rmt 148.00 3552.00 1.00
11 KSRB13-6.1 Providing and fixing in position brass bib cock of approved quality nominal bore including cost of all materials, labour and HOM with all leads complete as per specifications. Specification No.KBS 13.2.2/13.3 (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.93 It.No. 13.23 ) 0.00
12 Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, 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. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 22 It.No.4.03 ) 0.00
Reconcreting CC Road 32 3.00 0.30 0.100 2.880 Cum 0.00
Reconcreting Asphalt Road 0 3.00 0.30 0.100 0.000 Cum
GRAND TOTAL 130403.62
Cost of Per FHTC 4075.11
Section Officer Assistant Executive Engineer
RDW & S Sub Division B. Bagewadi RDW & S Sub Division B. Bagewadi
DETAILED ESTIMATE FOR BULK FLOW METER
Sl. No Description Unit Nos L (m) B (m) D (m) Quantity Rate Amount (Rs)
1 Earthwork in surface excavation in ordinary soil for levelling and lowering the ground manually (other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables) and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specifications.
[RDW&S BGM SR 2019-20 Chapter No: 2 Item No: 2.22.1, 2.22.2 & 2.22.3]
In ordinary Soil Cum 40 % of total Qty 2.43 262.00 636.66
In Hard Soil Cum 60 % of total Qty 3.65 262.00 954.99
2 Providing and laying in position plain cement concrete of grade M10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications.
[RDW&S BGM SR 2019-20 Chapter No: 4 Item No: 4.02]
3 Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @0.43 cum, 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.
[RDW&S BGM SR 2019-20 Chapter No: 4 Item No: 4.03]
4 Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated forall works in ground floor level for roof slabs, staircase, lintels, and beams,retaining walls, return walls, walls ( any thickness ) including attached plasters, columns pillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications.
[RDW&S BGM SR 2019-20 Chapter No: 4 Item No: 4.08]
Deduct for inspection door Cum -2 0.60 0.60 0.15 -0.11
5 Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications.
[RDW&S BGM SR 2019-20 Chapter No: 4 Item No: 4.59.1]
6 Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S.shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.).
[RDW&S BGM SR 2019-20 Chapter No: 4 Item No: 4.66]
7 Refilling the basement and pipeline trenches with selected earth from trench excavation including watering, consolidation in layers of 15 cms thick, including disposing of the surplus earth with a lead of 200 meters.( RWS 2019-20 Page no 8 I no.2.25.1) pits.
[RDW&S BGM SR 2019-20 Chapter No: 2 Item No: 2.25]
8 Supply and delivery of Woltman model with removal mechanism water meters confirming to ISO 4064 part I,II,III class B or IS 779 and IS 2373 with life cycle test certificate from FCRI/ NABL accredited lab. The water meters shall have magnetic drivers or mechanical drivers and shall be versatile for installation in any position. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointer of the meter shall be as per ISO 4064 class B specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates.( RWS 2019-20 Page no 111 Item no.15.40.4) 150 mm Dia Note: the above rates are basic rates inclusive of transportation charges, earth work excavation, labour charges, cutting and threading, conveyance, welding and hire charges for tools and plants ets., complete. (RWS page no 310, I no 15.40.4)
[RDW&S BGM SR 2019-20 Chapter No: 15 Item No: 15.40.3]
150mm Dia Bulk Flow Metrer Nos 2 2 39599.00 79198.00
Total = 99844.72
Section Officer Asst.Executive Engineer
RDW & S Sub Division B. Bagewadi RDW & S Sub Division B. Bagewadi
Sub Estimate for RCC VALVE CHAMBER 1.00x1.00
Sl. No. ITEM No L W D Qty Unit Rate (Rs) Amount (Rs)
1 Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.8 It.No.2.04 ) 1.05
2 Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.22 It.No.4.02 ) 0.00
3 Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick,vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness ) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks,anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 23 It.No.4.08 ) 0.00
top cover pre cast 4 1.30 0.38 0.15 0.30
4 Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons.(RDW&S CIRCLE BGM SR 2019-20 Pg.No. 25 It.No.4.20 ) 0.00
For base of footings 4 1.30 0.15 0.78 0.00
For precast slabs 8 1.30 0.15 1.56 0.00
5 Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth and string courses cost of all materials, labour complete as per specificaitons (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 25 It.No.4.23 ) 0.00
Inside to side walls 4 1.00 1.05 4.20 0.00
outside to side walls 4 1.30 1.05 5.46 0.00
6 Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications. TMT bars Fe 500 (RDW&S CIRCLE BGM SR 2019-20 Pg.No.38 It.No.4.59.1 ) 0.00
Section Officer Assistant Executive Engineer
RDW & S Sub Division B. Bagewadi RDW & S Sub Division B. Bagewadi
PART - B ESTIMATES
1 Distribution pipe line with FHTC
ZONE 1 Distribution line Designed length Existing pipe line Proposed in this estimate Material & classification of pipe
Zone -1 HDPE 6 KSC
160 mm 0.00 HDPE 6 KSC 0.00
Rider line for 75 mm 1045 HDPE 6 KSC
Sl. No. ITEM No L W D Qty Unit Rate (Rs) Amount (Rs)
1 Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 11 It.No.2.22) 15°49'04.44"N 74°26'12.49"E
Manual Means Dist line 1 2857.00 0.60 0.90 1542.78 Cum
Deduct quantity of road cutting as per item No.3 -171.42 Cum
i In Ordinary soil/ Hard soil 95.00% 1302.79 Cum 262.00 341330.98
ii In Hard rock 5.00% 68.57 Cum 1015.00 69598.55
2 Earth work excavatoin for water Supply & Sanitary lines, Electrical conduits either in pits or pipe line trenches (upto 600mm Trench width) as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 mm whevere necessary removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench, including backfilling the excavated earth to the extent required and utilising the remaining available excavated earth locally for the work. in the following strata classifications by Mechanical Means (RDW&S CIRCLE BGM SR 2019-20 Pg.No. It.No.2.23) 0.00
30% Manual Means Dist line 1 0.60 0.90 0.00 Cum 0.00
i Ordinary soil/Hard soil 0.00 Cum 130.00 0.00
3 Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 12 It.No.2.26) 0.00
i Cutting in Cement concrete road surface 1 2857.00 0.60 0.100 171.42 Cum 1106.00 189590.52 3200.00
ii Cutting in Asphalt road surface 1 0.00 0.60 0.100 0.00 Cum 542.00 0.00 100.00
iii cutting in Macadam road surface 1 0.00 0.60 0.100 0.00 Cum 346.00 0.00
Total Quantity 171.42 0.00
4 Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.95 It.No.10.20 ) 0.00 -2342.00
Distribution Line 0.00
5 Giving hydraulic test for C.I. / R.C.C. / P.V.C. / H.D.P.E/ D.I /A.C. pipelines to the pressure equal to two times the working pressure including cost of supply of water. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-10.07 0.00 0.00
80mm dia to 100mm dia 1 123.00 123.00 Rmtrs 5.80 713.40
100mm dia to 150mm dia 1 94.00 94.00 Rmtrs 7.00 658.00
150mm dia to 120mm dia 1 0.00 0.00 Rmtrs 9.30 0.00
6 Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.322 It.No.15.107 ) 0.00
For scour /Sluice valve 0.00
7 Supplying and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, Should be suppied with support tile I (FSL, FSS ,SI) ,Should be able to receive class AA traffic loads (KUWS&DB SR 2018-19 Pg No.23 It No.20 ) 0.00
8 Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.90 It.No.10.04 ) 0.00
i 80mm - Class-B (MEDIUM) 2 5.00 10.00 Rmtrs 590.00 5900.00
9 Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller) (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 12 It.No.2.25 ) 0.00
Excavated Qty 1 1371.36 1371.36 0.00
Net quantity 1371.36 Cum 103.00 141250.08
10 Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, 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. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 22 It.No.4.03 ) 0.00
11 Construction of RCC Valve chamber for sluice valve as per drawing, design and specifications as directed by the Engineer incharge (as per typical estimateen closed) 0.00
12 Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available and refilling the excavated trenches giving satisfactory hydraulic test etc., complete [RDW&S BGM SR 2019-20 Chapter No: 10 Item No: 10.02 ]
Considering 10% of total pipe length 285.70 Rmtr
GRAND TOTAL 2344414.10
Section Officer Assistant Executive Engineer
RDW & S Sub Division B. Bagewadi RDW & S Sub Division B. Bagewadi
2 Functional houehold tab connection [FHTC] Total 201
Extra connection for temples & Govt buildings 0 200 436
200 + 1 201 Existing 0 236
Sl. No. ITEM No L W D Qty Unit Rate (Rs) Amount (Rs) 50 0 305 355
1 Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 12 It.No.2.26) 198
i Cutting in Cement concrete road surface 201 3.75 0.30 0.15 33.92 Cum 1106.00 37515.52 146
ii Cutting in Aspalt road surface 3.75 0.30 0.10 0.00 Cum 542.00 0.00
iii cutting in Macadam road surface 0 7.50 0.30 0.10 0.00 Cum 346.00 0.00
Total Quantity 33.92 0.00
2 Providing and fixing in position service saddle with C.I. mouth cover including boring and taping fixing to main distribution line, cost of materials, labour, with all leads complete as per instruction of Engineer in charge approved market rate 0.00 total
Service saddle at main line 75mm 110/140 2857.00 88.50472524 89
3 Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.322 It.No.15.72 ) 0.00
4 Providing and fixing Chlorinated Poly Vinyl Chloride (CPVC) pipes confirming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threading fitings, this includes jointing of pipes and fitting with one step solvent cement, trenching, refilling and testing of joints complete (External Work) [SR 2018-19 of PW, P,IWT, DEPT Page No: 99 Item No: 13.87, 13.87.1] 0.00
5 Providing & fixing 15mm Flow control valve using food grade materials SS 316 ball / 1/2" (15mm) including cost of all materials, labour charges, HOM and testing complete as per of following specifiction The FCV nomina;l design is for 5 ltr/ min discharges at 0.5 bar pressure loss and should not excced the flow a the range 7 ltr/ min at 1 bar or more pressure. MOC of valve- Food grade stainless steel SS-316. MOC of Ball : Stainless steel -316, Flow direction arrow embossed on its outside surface. The valve should act as flow control valve and non return valve Minimum operating pressure - 0.1 kgf (10cm head) Designed pressure: 1 mtr to 50 mtr Accuracy of valve : + 20% of avvarge flow rate Orifice size : not less than 12mm Ball size : not less than 12mm, weight of FCV : not less than 125 gms. length : not less than 70mm. The FCV is with internal arrangement of very simple passage in line such taht the vilve will pass the small floating partilces if any entered in the valve to avoid choking The FCV shall be got tested from FCRI by the manufacturer as per above standards, the quantum. The FCV should be fitted on saddle, which is fixed on distribution pipeline [ as approved rate] 0.00
6 Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239-II, 1991 with latest amendments if any. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.322 It.No.15.73 ) 0.00
7 Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI union confirming to IS 1239-II, 1991 with latest amendments if any. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 324 It.No.15.78 ) 0.00
8 KSRB13-5 : Providing and fixing water meter with stop cock, jam nut, socket in G. I pipe line including cutting and threading the pipe and making long screws including cost of all materials, labour, HOM and testing complete as per specifications. Specification No. KBS 13.2.19/13.16 (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.93 It.No. 13.22 ) 0.00
9 Supply and fixing of HDPE water meter box to protect the water meter of class 'B: multijet type of size 15 to 32mm including HDPE box with base dia 300mmxlid dia 200mmxheight 250mm with openable lid and the cover is buried below GL with lid flush with GL including earthwork excavation for 600mmx600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12 to 20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height,disposal of excess earth with all lead and lifts etc complete as per drawing enclosed [RDW&S SR- 2018-19 BGM Circle, Pg No- 338 It No.-15.113] 0.00
HDPE water meter box 201 1.00 201.00 Rmt 500.00 100500.00
10 Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.90 It.No.10.04 ) 0.00 25mm
i For Crossing drain 32 mm dia 201 0.75 150.75 Rmt 281.00 42360.75
11 Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.322 It.No.15.74 ) 0.00
12 KSRB13-6.2 : Providing and fixing in position brass stop cock of approved quality nominal bore including cost of all materials, labour and HOM with all leads complete as per specifications. Specification No.KBS 13.2.2/13.3 - do -15 mm dia nominal bore (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.93 It.No. 13.26 ) 0.00
13 Supplying and fixing RCC demarketion stone of 30 cm x 15cm an d90cm deep using 1: 2: 4 and 6mm rods for vertical and stirrup and randered smooth including engraving leters kwb nd arrow 6mm deep on the top including fixing demarkation stone 40cm below gruond level and CC 13:6 15 cm height 8cm offset surrounding stone and curing for 10 days incloding earth excavation of all type of soil with all lead and lifts ( KUWS & D SR 2018-19 Mysore Pg no 24 Item No. 24
demarketion stone 201 1.00 201.00 Each 440.00 88440.00 1320 1386
14 Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, 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. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 22 It.No.4.03 ) 0.00
Reconcreting CC Road 201 3.75 0.30 0.10 22.61 Cum 0.00
Reconcreting Asphalt Road 0 3.75 0.30 0.10 0.00 Cum
15 Painting two coats on new concrete surface :Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Specification No 803[RDW &S BGM SR 2019-20 S.No: 81, Item No: 15.103]
16 Painting New Letter and Figures of any Shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“i) Hindi (Matras commas and the like notto be measured and paid for half letter shall be counted as half) “ MORTH Specification No. 803 [RDW&S BGM SR 2019-20 S.No: 81, Item No: 15.104]
Section Officer Assistant Executive Engineer
RDW & S Sub Division B. Bagewadi RDW & S Sub Division B. Bagewadi
RATE ANALYSIS (RDW&S CIRCLE BELAGAVI SR 2019-20)
DIFFERENCE IN COST OF CEMENT PER BAG 320- 320 0.00
DIFFERENCE IN COST OF STEEL PER TON
Sl. No Item of work Page No. Item No. Unit Zone - A Rate Zone - B Rate Addln cost of Cement Rs. 00.00/ bag rate (Rs.) area weightage Final rate (Rs.)
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and complete as per specifications, Lime /Cement Concrete, By Manual Means, Cement Concrete Grade M-15 & M-20MORTH Specification No. 202 (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 3 It No.-1.12) 3 1.12 Cum 556.00 556.00 0.00 556.00 0.00 556.00
CHAPTER-2 : EARTHWORK - FOR STRUCTURE 0.00 0.00 0.00
Earthwork in surface excavation in ordinary soil for levelling and lowering the ground manually (other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables) and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specifications. Specification No KBS 2.1(a)/2.3.1 (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 8 It.No.2.01 ) 8 2.01 Cum 249.00 249.00 0.00 249.00 0.00 249.00
Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.8 It.No.2.04 ) 8 2.04 Cum 299.00 299.00 0.00 299.00 0.00 299.00
Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in hard soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 8 It.No.2.05 ) 8 2.05 Cum 448.00 448.00 0.00 448.00 0.00 448.00
Excavation by manual means for foundation of buildings, water supply & sanitary lines and electrical conduits etc., either in pits or in trenches 1.50m and above in width, in soft rock without blasting/ordinary rock not exceeding 1.50mtrs in depth including dressing the bottom and sides of pit and trenches stacking the excavated stuff clear from edges of excavation with lead upto 50mt including cost of explosives, labour, HOM complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.9 It.No.2.06 ) 9 2.06 Cum 1421.00 1421.00 0.00 1421.00 0.00 1421.00
Excavation by manual means for foundation of buildings, water supply & sanitary lines and electrical conduits etc., either in pits or in trenches 1.50m & above in width in hard rock not exceeding 1.50m in depth including stacking the excavated stuff clear from edges of excavation with lead upto 50m including cost of explosives, labour HOM of equipment complete as per specifications (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 9 It.No.2.07 ) 9 2.07 Cum 739.00 739.00 0.00 739.00 0.00 739.00
Excavation for foundation of buildings, water supply & sanitary lines & electrical conduits etc., either in pits or in trenches 1.50m & above in width in hard rock by chiselling and / or wedging where blasting in prohibited, not excluding 1.50m in depth including stacking the excavated stuff clear from edges of excavation with lead upto 50m including cost of explosives, labour HOM of equipment complete as per specifications (RDW&S CIRCLE BGM SR 2019-20 Pg.No.9 It.No.2.08 ) 9 2.08 Cum 2041.00 2041.00 0.00 2041.00 0.00 2041.00
Earth work in excavation of foundation of structures upto 3 m depth as per drawing and technical specification, including setting out, providing shoring,strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead, including cost of labour, materials and HOM of machineries, etc., complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 9 It.No.2.09 ) 9 2.09 0.00 0.00 0.00 0.00
Ordinary Rock (without blasting) 9 2.09.2 Cum 67.00 67.00 0.00 67.00 0.00 67.00
Ordinary/Hard Rock (With blasting using explosives) 9 2.09.3 Cum 741.00 741.00 0.00 741.00 0.00 741.00
Filling available excavated earth ( excluding rock ) in sides of foundations upto plinthin layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming afterwatering with lead upto 50 m. and lift upto 1.5 m. including cost of all labour complete as perspecifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 10 It.No.2.11 ) 10 2.11 Cum 201.00 201.00 0.00 201.00 0.00 201.00
Providing and filling sand in foundation upto plinth to required depth for sub soil treatment including watering ramming with all lead and lift complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.10 It.No.2.12 ) 10 2.12 Cum 2112.00 2190.00 0.00 2112.00 0.00 2112.00
Providing and Filling in foundation with granite / trap broken metal 100mm. And down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications (RDW&S CIRCLE BGM SR 2019-20 Pg.No.10 It.No.2.13 ) 10 2.13 Cum 2137.00 2143.00 0.00 2137.00 0.00 2137.00
Providing sand cement bed with 10% cement with all leads for all materials and lift of 1.5 m. machine mixed, laid in layers of 15cms. thick and well compacted for foundation including curing cost of materials labour and HOM complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.10 It.No.2.15 ) 10 2.15 Cum 3442.00 3573.00 0.00 3442.00 0.00 3442.00
Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 11 It.No.2.22) 11 2.22 0.00 0.00 0.00
Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 1.50 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed (Manual Means) In Ordinary rock without blasting (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 11 It.No.2.22.3) 11 2.22.3 Cum 592.00 592.00 0.00 592.00 0.00 592.00
Earth work excavatoin for water Supply & Sanitary lines, Electrical conduits either in pits or pipe line trenches (upto 600mm Trench width) as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 mm whevere necessary removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench, including backfilling the excavated earth to the extent required and utilising the remaining available excavated earth locally for the work. in the following strata classifications by Mechanical Means (RDW&S CIRCLE BGM SR 2019-20 Pg.No. It.No.2.23) 11 2.23 0.00 0.00 0.00
Ordinary / Hard Soil - (Depth upto 3m) 11 2.23.1 Cum 130.00 130.00 0.00 130.00 0.00 130.00
Ordinary Rock (not requiring blasting) 12 2.23.2 Cum 174.00 174.00 0.00 174.00 0.00 174.00
Hard Rock (requiring blasting) 12 2.23.3 Cum 1015.00 1015.00 0.00 1015.00 0.00 1015.00
Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller) (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 12 It.No.2.25 ) 12 2.25 Cum 103.00 103.00 0.00 103.00 0.00 103.00
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 12 It.No.2.26) 12 2.26 0.00 0.00 0.00
Cutting Macadam Road Surface 12 2.26.1 Cum 346.00 346.00 0.00 346.00 0.00 346.00
Cutting Asphalt Road Surface 12 2.26.2 Cum 542.00 542.00 0.00 542.00 0.00 542.00
Cutting in Cement Concrete Road Surface 12 2.26.3 Cum 1106.00 1106.00 0.00 1106.00 0.00 1106.00
Providing murrum or gravel bedding for the pipeline including watering and consolidation by punners etc. complete with all lead and lift. (in black cotton soil and rock reaches). (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 12 It.No.2.27 ) 12 2.27 Cum 259.00 259.00 0.00 259.00 0.00 259.00
Diversion of water course by providing Coffer dams or bunds or islands as may be necessary for piers and abutments (for intake well, connecting pipe line, Jackwell etc ) foundations, bailing out or pumping water during excavation and until completion etc., complete. Including cost of material , labour, HOM complete as per specification. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 13 It.No.2.28 ) 13 2.28 0.00 0.00 0.00
.-do- beyond 1.50 mtrs depth upto & including 3m depth. 13 2.28.2 Cum 394.00 394.00 0.00 394.00 0.00 394.00
.-do- beyond 3.00 mtrs depth upto & including 4.5m depth. 13 2.28.3 Cum 648.70 648.70 0.00 648.70 0.00 648.70
.-do- beyond 4.50 mtrs depth upto & including 6.00m depth. 13 2.28.4 Cum 801.80 801.80 0.00 801.80 0.00 801.80
Earth work excavation for connecting pipe line and disposing the excavated stuff as per directions of the department including providing barricading danger lighting. Shoring, strutting and bailing out water wherever necessary upto 2.0mts depth.Manual Means (RDW&S CIRCLE BGM SR 2019-20 Pg.No.13 It.No.2.29 ) 13 2.29 0.00 0.00 0.00
-do- in all soils mixed with boulders upto 30 cm size and excluvsive of disintegrated rock and hard murrum (Dry condition) 13 2.29.1 Cum 262.00 262.00 0.00 262.00 0.00 262.00
-do- in hard murram ( dry condition ) 13 2.29.2 Cum 262.00 262.00 0.00 262.00 0.00 262.00
-do- in -integrated rock , soft rock , soft shale and medium hard rock comprising of lime stone, sand stone, hard shale, schiest, fissured rock without resorting to blasting under dry condition 13 2.29.3 Cum 592.00 592.00 0.00 592.00 0.00 592.00
-do- in Hard rock requiring blasting under dry condition 13 2.29.4 Cum 1326.00 1326.00 0.00 1326.00 0.00 1326.00
-do- in all soils excluding hard murram under water situation 13 2.29.5 Cum 341.00 341.00 0.00 341.00 0.00 341.00
-do- in hard murrum under watery situation 13 2.29.6 Cum 341.00 341.00 0.00 341.00 0.00 341.00
-do- in soft rock and dis-integrated rock under watery situation. 13 2.29.7 Cum 770.00 770.00 0.00 770.00 0.00 770.00
-do- in Hard rock requiring blasting under watery situation. 13 2.29.8 Cum 1724.00 1724.00 0.00 1724.00 0.00 1724.00
Extra lifts rates in all classifications by Manual means 13 2.29.9 0.00 0.00 0.00
CHAPTER-4 : CEMENT CONCRETE - FOR STRUCTURE 0.00 0.00 0.00
Providing and laying in position plain cement concrete of grade M 15 with OPC cement @ 240kgs, with 40mm 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, including cost of all materials, labour, HOM of machinery,curing complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 22 It No.-4.01) 22 4.01 Cum 5365.00 5635.00 5365.00 0.00 5365.00
Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.22 It.No.4.02 ) 22 4.02 Cum 5281.00 5534.00 5281.00 0.00 5281.00
Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, 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. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 22 It.No.4.03 ) 22 4.03 Cum 5376.00 5696.00 5376.00 0.00 5376.00
Providing and laying in position plain cement concrete of grade M 15 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.53cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.22 It.No.4.04 ) 22 4.04 Cum 5525.00 5893.00 5525.00 0.00 5525.00
Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs, with 20mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregtes @ 0.56cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick,well compacted, in foundation,plinth and cills, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 22 It.No.4.05 ) 22 4.05 Cum 5411.00 5764.00 5411.00 0.00 5411.00
Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick,vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness ) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks,anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 23 It.No.4.08 ) 23 4.08 Cum 5709.00 6051.00 5709.00 0.00 5709.00
Providing and laying in position reinforced cement concrete of Design mix M30 with OPC cement @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69 cum and fine aggregtes @ 0.46 cum, with super plasticisers @ 1% by wt. of cement, confirming to IS 9103-1999 reafirmed-2008 at machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works Bottom Raft, RCC Raft of Flash mixers, Floculator, RSF, Raft of Zonal balancing Tanks, Raft of Master Blancing Tank, Raft of IPS/IMP, Side wall and Top Dome for GLSR's, Pure water sump etc.. ., including cost of all materials, labour, HOM of machinery, curing,complete but excluding cost of reinforcement as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 23 It.No.4.10 ) 23 4.10 Cum 5899.00 6253.00 5899.00 0.00 5899.00
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated forall works in ground floor level for roof slabs, staircase, lintels, and beams,retaining walls, return walls, walls (any thickness ) including attached pilasters, columns, pillars,posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks,plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing,complete but excluding cost of reinforcement as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 24 It.No.4.11 ) 24 4.11 Cum 5942.00 6284.00 5942.00 0.00 5942.00
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 24kgs, with 12mm and down size graded granite metal coarse aggregates @0.05175cum and fine aggregtes @ 0.0345cum, with superplastisiser @0.225lts, machine mixed, well compacted for plain chajja of 7.5 cms. average thickness, upto ground floor level, including cost of all materials, labour, HOM of machinery, finishing, curing, complete but excluding cost of reinforcement as per specifications.(RDW&S CIRCLE BGM SR 2019-20 Pg.No. 24 It.No.4.12 ) 24 4.12 Cum 444.00 468.00 444.00 0.00 444.00
Extra for use of water proofing compound in Cement concrete grade of M 20 ,at one kg of compound per bag of cement. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.25 It.No.4.18 ) 25 4.18 Cum 154.00 154.00 154.00 0.00 154.00
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.25 It.No.4.20 ) 25 4.20 Sqm 255.00 258.00 255.00 0.00 255.00
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for suspended floors, landings, balconies and likes, thickness upto 200 mm including cost of all materials, labour complete as per specificaitons 0.00 to 5.00 mts (RDW&S CIRCLE BGM SR 2019-20 Pg.No.25 It.No.4.21 ) 25 4.21 Sqm 385.00 392.00 385.00 0.00 385.00
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness above 200 mm including cost of all materials, labour complete as per specificaiton (RDW&S CIRCLE BGM SR 2019-20 Pg.No.25 It.No.4.22 ) 25 4.22 Sqm 435.00 440.00 435.00 0.00 435.00
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth and string courses cost of all materials, labour complete as per specificaitons (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 25 It No.-4.23 25 4.23 Sqm 357.00 358.00 357.00 0.00 357.00
Providing and removing centering, shuttering, strutting, propping etc., forcolumns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specificaiton. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 25 It.No.4.24 ) 25 4.24 Sqm 455.00 455.00 455.00 0.00 455.00
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for columns, pillars,post and struts, circular or curved in plan including cost of all materials, labour complete as per specificaiton. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.25 It.No.4.25 ) 25 4.25 Sqm 875.00 916.00 875.00 0.00 875.00
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers and lintels not exceeding 1m in depth including cost of all materials, labour complete as per specificaitons.(RDW&S CIRCLE BGM SR 2019-20 Pg.No.25 It.No.4.26 ) 25 4.26 Sqm 291.00 292.00 291.00 0.00 291.00
Providing and removing centering, shuttering, strutting, propping etc., for edges of slabs and breaks in floor including cost of all materials, labour complete as per specificaiton.(RDW&S CIRCLE BGM SR 2019-20 Pg.No.26 It.No.4.28 ) 26 4.28 Sqm 721.00 757.00 721.00 0.00 721.00
Providing and removing centering, shuttering, strutting, propping etc., for chajjas, corbels etc., including edges including cost of all materials, labour complete as per specificaiton. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.26 It.No.4.29 ) 26 4.29 Sqm 319.00 323.00 319.00 0.00 319.00
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for Stairs (excluding landing) except spiral staircase including cost of all materials, labour complete as per specificaiton. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.26 It.No.4.30 ) 26 4.30 Sqm 500.00 520.00 500.00 0.00 500.00
Providing and laying cement concrete using 20 mm and down size granite coarse aggregates and fine aggregates of ready mixed concrete (RMC) M 20 for R.C.C works laid in 15 cms thick layersand well compacted vibrating, curing, for foundations & sub-structure work for raft foundation column footing , main and secondarybeams' Flash mixers, Floculator, RSF, Raft of Zonal balancing Tanks, Raft of Master Blancing Tank, Raft of IPS/IMP, Pure water sump etc.. ., including cost of all materials, labour, HOM of machinery, curing,complete but excluding cost of reinforcement as per specifications. with all lead and lifts etc., complete (exclusive of cost of steel and fabrication charges.) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.27 It.No.4.37.1 ) 27 4.37.1 Cum 5444.00 5444.00 5444.00 0.00 5444.00
Providing and laying cement concrete using 20 mm and down size granite coarse aggregates and fine aggregates of ready mixed concrete (RMC) M 30 for R.C.C works laid in 15 cms thick layersand well compacted vibrating, curing, for foundations & sub-structure work for raft foundation column footing , main and secondarybeams' Flash mixers, Floculator, RSF, Raft of Zonal balancing Tanks, Raft of Master Blancing Tank, Raft of IPS/IMP, Pure water sump etc.. ., including cost of all materials, labour, HOM of machinery, curing,complete but excluding cost of reinforcement as per specifications. with all lead and lifts etc., complete (exclusive of cost of steel and fabrication charges.) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.28 It.No.4.37.3 ) 28 4.37.3 Cum 5598.00 5598.00 5598.00 0.00 5598.00
Providing and laying cement concrete using 20 mm and down size granite coarse aggregates and fine aggregates of ready mixed concrete (RMC) M 30 for R.C.C works laid in 15 cms thick layersand well compacted vibrating, curing, for all super structure works, Flash mixers, Floculator, RSF, Raft of Zonal balancing Tanks, Raft of Master Blancing Tank, Raft of IPS/IMP, Side wall and Top Dome for GLSR's, Pure water sump etc.. ., including cost of all materials, labour, HOM of machinery, curing,complete but excluding cost of reinforcement as per specifications., ith all lead and lifts etc., complete (exclusive of cost of steel and fabrication charges.) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.28 It.No.4.38.2 ) 28 4.38.2 Cum 5815.00 5815.00 0.00 5815.00 0.00 5815.00
Providing and laying in position plain cement concrete of grade M 15 with OPC cement @ 240kgs, with 40mm 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, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 30 It.No.4.41 ) 30 4.41 Cum 5365.00 5635.00 0.00 5365.00 0.00 5365.00
Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.7 cum and fine aggregates @ 0.47 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete for R. rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.30 It.No.4.43 ) 30 4.43 Cum 6863.00 6863.00 0.00 6863.00 0.00 6863.00
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete for R. rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges) (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 30 It.No.4.44 ) 30 4.44 Cum 7141.00 7550.00 0.00 7141.00 0.00 7141.00
Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification for staging, columns and braces above ground level (exclusive of cost of steel and fabrication charges) Staging - Mtr(RDW&S CIRCLE BGM SR 2019-20 Pg.No. 31 It.No.4.47 ) 31 4.47 0.00 0.00 0.00
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification for staging, columns and braces above ground level (exclusive of cost of steel and fabrication charges) Staging - Mtr (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 32 It.No.4.48 ) 32 4.48 0.00 0.00 0.00
Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification and giving satisfactory water proof test including construction joints wherever necessary as per the directions of the departmental Officers complete for ring beam, side walls, bottom dome or bottom slab, shell portion and bottom ribs (exclusive of cost of steel and fabrication charges and jointing materials) Staging - Mtr (RDW&S CIRCLE BGM SR 2019-20 Pg.No.33 It.No.4.51 ) 33 4.51 0.00 0.00 0.00
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification and giving satisfactory water proof test including construction joints wherever necessary as per the directions of the departmental Officers complete for ring beam, side walls, bottom dome or bottom slab, shell portion and bottom ribs (exclusive of cost of steel and fabrication charges and jointing materials) Staging - Mtr (RDW&S CIRCLE BGM SR 2019-20 Pg.No.34 It.No.4.52 ) 34 4.52 0.00 0.00 0.00
Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., completeas per design and specifications etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges) Staging - Mtr (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 36 It.No.4.55 ) 36 4.55 0.00 0.00 0.00
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., completeas per design and specifications etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges) Staging - Mtr (RDW&S CIRCLE BGM SR 2019-20 Pg.No.36 It.No.4.56 ) 36 4.56 0.00 0.00 0.00
Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications. TMT bars Fe 500 (RDW&S CIRCLE BGM SR 2019-20 Pg.No.38 It.No.4.59.1 ) 38 4.59.1 Ton 70306.00 70307.00 0.00 70306.00 0.00 70306.00
Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of following size and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with all lead and lift etc., complete. 65x65x8mm angle iron frame. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.38 It.No.4.62 ) 38 4.62 Rmtr 1821.00 1821.00 0.00 1821.00 0.00 1821.00
Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete (RDW&S CIRCLE BGM SR 2019-20 Pg.No.38 It.No.4.63 ) 38 4.63 Rmtr 3099.00 3099.00 0.00 3099.00 0.00 3099.00
Providing & fixing G.I. pipe railing of 32mm dia.,G.I. pipe B-class in two rows of roof dome flat slab of landing of elevated storage reservoir including cutting, welding, threading, painting, embedding in C.M. pillars with all lead and lifts etc., complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 38 It.No.4.64 ) 38 4.64 Rmtr 679.00 679.00 0.00 679.00 0.00 679.00
Providing and constructing RCC hexagonal ventilator finial for RCC over head tank the finial to be constructed with CC (M-20) proportion using 20mm and down size jelly with reinforcement using 6mm dia., M.S. rods 4 nos., for each of the pillars both ways for full width of doom at 12cm c/c, the ventilator to be of 0.45 M x 0.5 M size provided with 25mm x 25mm x 5mm M.S. frame welded with diamond mesh to its full width and depth fully covered with aluminium mosquito mesh finished smooth with CM 1:3 proportion to required shape and size and ornamental finish including two coats of anti-corrosive paint for frame and mesh and two coats of cement paint matching to over head tank etc., complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.39 It.No.4.65 ) 39 4.65 Each 5700.00 5776.00 0.00 5700.00 0.00 5700.00
Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.39 It.No.4.66 ) 39 4.66 Each 1818.00 1818.00 0.00 1818.00 0.00 1818.00
Providing and fixing enameled gauge plate 3 mm thick, 0.23 M wide with plastic float thick plastic indicator and flexible nylon wire etc., complete to 2.50 M height. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 39 It.No.4.67 ) 39 4.67 Each 3382.00 3517.00 0.00 3382.00 0.00 3382.00
Providing 2 coats of Snowcem/Water-proof cement paint of approved colour and shade over one coat of primer including curing etc., complete for RCC over head tank. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 39 It.No.4.70 ) 39 4.70 Sqm 213.00 213.00 0.00 213.00 0.00 213.00
Providing 2 coats of Snowcem/Water-proof cement paint of approved colour and shade over one coat of primer including curing etc., complete for RCC over head tank. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 39 It.No.4.70 ) 39 4.71 Sqm 213.00 213.00 0.00 213.00 0.00 213.00
Providing & fixing copper lightning arrester with five spikes and 20mm dia copper tube or suitable length of aluminium strip of spike 25mmx3mm including grounding as per specification. The aluminium strip is to be encased in G.I. conduct pipe or 40mm dia., 6.8 M long suitably joined by collar with all specials, fixed to one of the columns etc., complete up to 6 M staging. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 40 It.No.4.72 ) 40 4.72 Each 9645.00 9645.00 0.00 9645.00 0.00 9645.00
CHAPTER-5 : MASONRY STRUCTURES 0.00 0.00 0.00
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 2 m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13 (RDW&S CIRCLE BGM SR 2019-20 Pg.No.42 It.No.5.01 ) 42 5.01 Cum 4814.00 4644.00 4814.00 0.00 4814.00
Providing and constructing granite / trap / basalt size stone masonry in basement with cement mortar 1:6, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at 2 m. apart in each course including cost of materials, labour, curing complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.42 It.No.5.02 ) 42 5.02 Cum 5792.00 5532.00 5792.00 0.00 5792.00
Providing and constructing load bearing wall with solid concrete blocks having block density not less than 1800kg/m3 having a minimum average compressive strength of 5.00 N/mm2 confirming to IS 2185 (Part 1):2005 and constructed with CM 1:4, as per IS 2572:2005 including cost of all materials labour charges, scaffolding, curing, hire charges of machineries etc., complete as per specifications (RDW&S CIRCLE BGM SR 2019-20 Pg.No.42 It.No.5.07.1) 42 5.07.1 Sqm 953.00 954.00 953.00 0.00 953.00
Providing and constructing non load bearing wall with solid concrete blocks of size 400x100x200mm having block density not less than 1800kg/m3 having a minimum average compressive strength of 4.00 N/mm2 confirming to IS 2185 (Part 1):2005 and constructed with CM 1:4, as per IS 2572:2005 including cost of all materials, labour charges, scaffolding, curing, hire charges of machineries etc., complete as per specifications (RDW&S CIRCLE BGM SR 2019-20 Pg.No.42 It.No.5.08) 42 5.08 Sqm 811.00 812.00 811.00 0.00 811.00
Providing and constructing burnt brick masonry for basement and superstructure with approved quality of non-modular bricks of standard size of class designation 3.5 Newton per sqmm with cement mortar 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2(RDW&S CIRCLE BGM SR 2019-20 Pg.No.43 It.No.5.09 ) 43 5.09 Cum 6025.00 6187.00 6025.00 0.00 6025.00
Providing and constructing burnt brick masonry with approved quality of non-modular bricks of standard size of class designation 5.0Newton per sqmm (table moulded) with cement mortar 1:6 for basement and superstructure including cost of materials, labour charges, scaffolding, curing complete as per specifications.. Specification No. KBS 6.2 (RDW&S CIRCLE BGM SR 2019-20 Pg.No.43 It.No.5.10 ) 43 5.10 Cum 6731.00 6846.00 6731.00 0.00 6731.00
Providing and constructing burnt brick masonry with approved quality of non-modular bricks of standard size of class designation 5.0Newton per sqmm with cement mortar 1:4 for basement and superstructure including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2 (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 43 It.No.5.11 ) 43 5.11 Cum 6913.00 7039.00 6913.00 0.00 6913.00
Construction of partition wall 11.2 cms thick with non modular table moulded burnt bricks of class designation 5.0Newton per sqmm with cement mortar 1:4 including providing and fixing plaster mesh manufactured out of hot dipped galvanised iron of nominal thickness 0.35 mm. 100 mm. wide as per I.S. 2212/1991 at 7.5 m. c to c including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2 (RDW&S CIRCLE BGM SR 2019-20 Pg.No.43 It.No.5.13 ) 43 5.13 Sqm 922.00 937.00 922.00 0.00 922.00
CHAPTER-6 : ROOFING, STEEL AND ALLUMINIUM 0.00 0.00 0.00
Providing and fixing 1mm thick M.S. sheet garage door with frame and diagonal braces of size 40x40x6 mm angle Iron, 3.15mm thick M.S. Gusset plates at the junctions and corners, with handles, stoppers and locking arrangements etc., including applying a priming coat of red lead paint cost of materials, labour, HOM of machinery complete as per specifications. Double leaf door of size 2.4x2.4m Specification No. KBS 7.9 / 7.12 (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 46 It.No.6.03 ) 46 6.03 Sqm 2729.00 2777.00 2729.00 0.00 2729.00
Providing and fixing pull and push type rolling shutters of approved make out of 18 guage, 75mm wide cold rolled steel laths of convex corrugation, with side guides and bottom rail, with interlocking arrangements for steel laths by means of alternate clips, suspension shaft with High tension coil type springs two numbers, mounted on specially designed pipe shaft, with bracket plates, guide channels, ball bearing arrangements, for inside & outside locking with push & pull operations complete including pulling hooks, 4Nos. handles with all fittings and accessories painted with a coat of red lead paint (without top cover) cost of materials, labour, HOM of machinery complete as per specifications. Shutter size 3mx2.8 m Specification No. KBS 7.10 / 7.12 (RDW&S CIRCLE BGM SR 2019-20 Pg.No.46 It.No.6.05 ) 46 6.05 Sqm 2607.00 2607.00 2607.00 0.00 2607.00
Providing and fixing top covers made out of 20 guage M.S. sheet over pull and push rolling shutters bent to shape including cost of red lead primer coat of painting , materials, labour, HOM of machinery complete as per specifications. Specification No. KBS 7.10.6 / 7.12 (RDW&S CIRCLE BGM SR 2019-20 Pg.No.47 It.No.6.06 ) 47 6.06 m 482.00 521.00 482.00 0.00 482.00
Providing and fixing in position in cement concrete 1:3:6 steel glazed windows and ventilators side hung/top hung fully openable as per approved drawings using Z angles of 25x33x3mm, weighing 1.419 Kg/m both for outer and inner frames and central mullion section of size 25x46x3mm. weighing 2.28Kg/m duly providing T section 19x19x3mm weighing 0.839 kg/m for glazing of windows not more than 34 cms. c to c including providing and fixing 4mm. thick reeded glass with teakwood beading of required size, all steel sections should confirm to I.S 7452:1990, 4nos. of holdfasts of approved size, section should be cut to length welded and electrically grinded subdividing frames of unit shall be tenonned and revetted into the frames electrically. All the steel surface shall be throughly cleaned free of rust and painted with one coat of anti-corosive paint and finishing with two coats of ready mix paint of approved colour and make including cost of materials, fixtures, labour and HOM of machinery complete as per specifications. Specification No.KBS 7.12.1 / 7.12.2 / 7.12.3 / 7.12 (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 47 It.No.6.07 ) 47 6.07 Sqm 3913.00 4014.00 3913.00 0.00 3913.00
Providing and fixing M.S.grill work for windows and ventilators weighing 21kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications. Specification No. KBS 7.12 (RDW&S CIRCLE BGM SR 2019-20 Pg.No.48 It.No.6.09 ) 48 6.09 Kg 95.00 105.00 95.00 0.00 95.00
Providing and fixing in position aluminium windows and ventilators as per approved drawings with sliding shutters using double track window frame section of size 61.85x31.75mm. with 1.2mm thick, bottom section weight 0.695 kg/m, sides and top sections 1.3 mm. thick weight 0.659 kg/m; and shutter comprising top and bottom section of size 40mmx18mm, 1.25mm thick 0.417 kg./m; shutter outer side 40mmx18mm, 1.25mm.thick weight 0.417 kg/m, shutter interlock section 40mmx26.7mm, 1.1mm thick, weight 0.469 kg/m. the shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles tower bolts etc.; and providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading aluminium sections anodised 12 to 15 microns, including cutting to required length, joints mitred subdividing the frame tenonned and rivetted in the assembled frame stiffened with end clips at corners angles etc., and fixed to the walls, lintels, floor beams/cills as the case may be with necessary steel screws, raul plugs, or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar, aluminium sections pretreated for removal of any Specification No. KBS .- do - Using aluminium section anodized to 12-15 microns (RDW&S CIRCLE BGM SR 2019-20 Pg.No.48 It.No.6.10.1 ) 48 6.10.1 Sqm 4266.00 4266.00 4266.00 0.00 4266.00
CHAPTER-7 : WOOD WORK 0.00 0.00 0.00
Providing and fixing in position shutters for doors made out of Honne wood styles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 18mm thick of exterior grade Melamine impregnated prelamination particle board of approved colour on both sides including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Approved Colour on both Side (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 59 It.No.7.05 ) 59 7.05 Sqm 3619.00 3477.00 3619.00 0.00 3619.00
SOLID PANEL PVC DOOR SHUTTER : Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm fro styles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form styles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the styles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 m.m Aluminium hinges. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.61 It.No.7.16 ) 61 7.16 Sqm 2776.00 2776.00 2776.00 0.00 2776.00
SOLID PVC DOOR FRAME : Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.62 It.No.7.17 ) 62 7.17 Sqm 467.00 467.00 467.00 0.00 467.00
CHAPTER-8 : FLOORING 0.00 0.00 0.00
Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar,labour, curing complete as per specifications (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 64 It.No.8.03 ) 64 8.03 Sqm 1183.00 1188.00 1183.00 0.00 1183.00
Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labour and HOM of machineries complete as per specifications. [RDW&S SR- 2019-20 BGM Circle, Pg No- 64 It No.-8.04] 64 8.04 Sqm 1055.00 1059.00 1055.00 0.00 1055.00
Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and HOM of machineries complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.64 It.No.8.05 ) 64 8.05 Sqm 1113.00 1117.00 1113.00 0.00 1113.00
Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.65 It.No.8.10 ) 65 8.10 Sqm 1252.00 1260.00 1252.00 0.00 1252.00
Flooring with 25mm thick polished shahabad slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.65 It.No.8.11 ) 65 8.11 Sqm 1378.00 1385.00 1378.00 0.00 1378.00
Providing Ceramic tiles of approved make,shade and size for flooring, treads of steps and landings laid on a bed of 12mm thick, cement mortar 1:3 mix, flush pointing with white cement using colour pigment , including cost of materials, labour, curing, complete as per specifications -do- for Ceramic Tiles of size 30x30cms 6mm thick (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 66 It.No.8.12.2 ) 66 8.12.2 Sqm 1208.00 1213.00 1208.00 0.00 1208.00
Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.66 It.No.8.15 ) 66 8.15 Sqm 1165.00 1170.00 1165.00 0.00 1165.00
Providing and fixing glazed Vitrified tiles of approved make, quality and colour of size 600x600x10mm thick fixed on a bed of 12 mm thick cement mortar for flooring and skirting and jointed with neat cement slurry mixed with pigment to match the shade of tiles., including providing spacers at required interval and removing stains etc., cost of materials,mortar,labour etc.complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.67 It.No.8.20 ) 67 8.20 Sqm 975.00 979.00 975.00 0.00 975.00
CHAPTER-9 : FINISHING WORKS 0.00 0.00 0.00
Providing 12mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.72 It.No.9.06 ) 72 9.06 Sqm 201.00 204.00 201.00 0.00 201.00
Providing 18mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications (RDW&S CIRCLE BGM SR 2019-20 Pg.No.73 It.No.9.12 ) 73 9.12 Sqm 258.00 262.00 258.00 0.00 258.00
Providing 20mm thick cement plaster in single coat with cement mortar 1:4, to stone masonry / concrete surface including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curingcomplete as per specifications.(RDW&S CIRCLE BGM SR 2019-20 Pg.No.73 It No.9.15) 73 9.15 Sqm 269.00 274.00 269.00 0.00 269.00
Providing 12mm thick cement plaster in single coat with cement mortar 1:4, to ceiling including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.74 It.No.9.18 ) 74 9.18 Sqm 224.00 227.00 224.00 0.00 224.00
Extra for providing and mixing waterproofing compound in cement plaster work in Brick Masonry at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:4, 18mm thick cost of materials complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.74 It.No.9.22 ) 74 9.22 Sqm 7.80 7.80 7.80 0.00 7.80
Extra for providing and mixing waterproofing compound in cement plaster for stone masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:4, 20mm thick cost of materials complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.74 It No.9.23) 74 9.23 Sqm 8.60 8.60 8.60 0.00 8.60
Providing floating coat of cement to plastering and finishing smooth , including cost of materials, labour, curing complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.75 It.No.9.28 ) 75 9.28 Sqm 18.40 18.90 18.40 0.00 18.40
Providing lime rendering for plastering to wall and ceiling , including cost of materials, labour, curing complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 75 It.No.9.29 ) 75 9.29 Sqm 32.00 32.00 32.00 0.00 32.00
Providing and fixing plaster mesh 200mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120gms per sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost ofmaterials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment ) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.75 It No. 9.32) 75 9.32 m 36.00 36.00 36.00 0.00 36.00
Providing and applying two coats with oil bound washable distemper of approved brand and shade on wall surface including priming coat with distemper primer after throughly brooming the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.76 It.No.9.35 ) 76 9.35 Sqm 110.00 110.00 110.00 0.00 110.00
Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications. - With Primer (RDW&S CIRCLE BGM SR 2019-20 Pg.No.77 It.No.9.39.1 ) 77 9.39.1 Sqm 102.00 102.00 102.00 0.00 102.00
Applying priming coat over new wood surface and / or wood based surface after brushing with wood primer pink paint including preparing the surface after throughly cleaning oil, grease, dirt and foreign matter, sand papering and knotting ready mix paint including cost of materials, labour, complete as per specifications (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 78 It.No.9.42) 78 9.42 Sqm 46.00 46.00 46.00 0.00 46.00
Providing and applying painting two coats ( excluding priming coat ) on new wood surface and / or wood based surface with enamel paint to give an even shade, cleaning the surface of all dirt, dust and foreign matter, sand papering including cost of materials, labour, complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 78 It.No.9.46) 78 9.46 Sqm 96.90 96.90 96.90 0.00 96.90
Applying red lead ready mix priming coat over new steel or other metal surface including preparing the surface after throughly cleaning oil, grease, dirt and other foreign matter, and scoured with wire brushes, fine steel wool, sand papers including cost of materials, labour,complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 79 It.No.9.51 ) 79 9.51 Sqm 41.00 41.00 41.00 0.00 41.00
Providing and applying enamel metal paint two coats ( excluding priming coat ) over new steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, labour, complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 79 It.No.9.52 ) 79 9.52 Sqm 95.00 95.00 95.00 0.00 95.00
Providing and applying enamel metal paint one coat ( excluding priming coat ) on previously painted steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, labour, complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.79 It.No.9.53 ) 79 9.53 Sqm 61.00 61.00 61.00 0.00 61.00
Providing and fixing food grade epoxy painting to over head tank and sump tank aftercleaning and drying including pumping and bailing out of water, including cost of all materials labour lead and lifts etc., complete (RDW&S CIRCLE BGM SR 2019-20 Pg.No.82 It No. 9.67) 82 9.67 Sqm 100.00 100.00 100.00 0.00 100.00
CHAPTER-10 : PIPE LINE AND MISCELLENEOUS WORKS 0.00 0.00 0.00
Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.86 It.No.10.01 ) Revised Rate Issued for PVC pipe on 29.06.2020 0.00 0.00 0.00
PVC PIPES OF 4 Kg./Cm2 0.00 0.00 0.00
PVC PIPES OF 6 Kg./Cm2 0.00 0.00 0.00
PVC PIPES OF 10 Kg./Cm2 0.00 0.00 0.00
Supplying DI pipes conforming to IS 8329:2000 with latest amendments and conveying to work site, rolling and lowering into trenches,laying true to line,level and perfect linking at joints,testing and commissioning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of DI pipes and specials,(excluding cost of special) with rubber gaskets including cleaning of socket and spigot ends with soap solution and applying soft soap to the spigot and socket ends before insertion of rubber gaskets,jacking and fixing in perfect condition including cost of soap solution,soft soap, waste etc.,and giving necessary hydraulic tests to the required pressure as per IS Specification with all lead and lift including cost of jointing material. (Contractor will make his own arrangement for procuring water for testing) (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 88 It.No.10.03 ) 0.00 0.00 0.00 0.00
Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.90 It.No.10.04 ) 0.00 0.00 0.00 0.00
Class-B (MEDIUM) 0.00 0.00 0.00
Giving hydraulic test for C.I. / R.C.C. / P.V.C. / H.D.P.E/ D.I /A.C. pipelines to the pressure equal to two times the working pressure including cost of supply of water. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.91 It.No.10.07 ) 0.00 0.00 0.00 0.00
RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm (RDW&S CIRCLE BGM SR 2019-20 Pg.No.93 It.No.10.15 ) 93 10.15 Each 16000.00 16000.00 0.00 16000.00 0.00 16000.00
Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 93 It.No.10.16 ) 93 10.16 Each 1887.00 1883.00 0.00 1887.00 0.00 1887.00
Supplying,,laying of CI flanged pipe true to line/hoisting of CI flanged pipe confirming to IS 7181-1986 with latest amendments in position and aligning to correct plumb including cost of jointing material,conveying to work spot with all lead and lifts etc complete (RDW&S CIRCLE BGM SR 2019-20 Pg.No.93 It.No.10.17 ) 0.00 0.00 0.00 0.00
Supplying, and Fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc complete (RDW&S CIRCLE BGM SR 2019-20 Pg.No.94 It.No.10.18 ) 0.00 0.00 0.00 0.00
Supplying, of DI flanged pipe confirming to 8329:2000 with latest amendments with cement morter lining (CML) with portland slag cement as per IS455:1989 with metallic zinc coating as per annex A of IS 8329 with finishing layer of Bituminous coating as per Annex C of IS8329 and flanges metallic zinc rich epoxy paint & Bituminous coating,laying true to line and hoisting in position and aligning to correct plumb including cost of jointing material,conveying to work spot with all lead and lifts etc., complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 94 It.No.10.19 ) 0.00 0.00 0.00 0.00
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.95 It.No.10.20 ) 0.00 0.00 0.00
Providing, transporting, rolling, lowering, laying & Jointing, testing, commissioning of ERW (Electric Resistance Welded) / SAW (Submerged Arc Welded) MS pipes (Fe-410 grade) conforming to IS 3589-2001with latest amendments including perfect linking and welding of joints to correct position including cost and conveyance of pipes and materials with all lead and lift, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc complete as per detailed specifications with inside CM 1:1.5 lining of minimum 10 mm thick upto 610 mm OD & minimum 12mm thick beyond 610 mm OD and out side minimum 25 mm thick coating in CM 1:3 over 50 x 50 mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangement for procuring water for testing). (RDW&S CIRCLE BGM SR 2019-20 Pg.No.102 It.No.10.21 ) 0.00 0.00 0.00
CHAPTER-11: WELL SINKING 0.00 0.00 0.00 0.00
RCC steining : Providing and laying vibrated cement concrete proportion M-25 with cement @ 340kgs, with 20mm and down size graded granite or trap or basalt jelly metal coarse aggregates @0.70cum and fine aggregtes @ 0.470 cum, with super plasticisers @ 3 liters confirming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick,vibrated for all works, including shoring, strutting, form work, bailing out water, mixing with machine mixer, laying, vibrating, curing ,with all lead and lifts etc., complete as per specification for well steining. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 111 It.No.11.06 ) 111 11.06 Cum 11239.00 11588.00 0.00 11239.00 0.00 11239.00
Earthwork excavation in hard murrum, boulders, hard Katak including shoring, strutting, barricading, danger lighting, bailing out water wherever necessary, with stacking the materials as directed upto a lead of 50Mtr & lift of 1.50 Mtr etc., complete (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 113 It.No.11.14 ) 113 11.14 Cum 420.00 420.00 0.00 420.00 0.00 420.00
Add for additional lift charges for every lift of 1.50 M or part thereof beyond 1.50 Mtr to 10.50 Mtr 113 11.14.1 Cum 87.00 87.00 0.00 87.00 0.00 87.00
Add for additional lift of 1.50 Mtrs or part thereof beyond 10.50Mtr to 21.00 Mtr. 113 11.14.2 Cum 130.00 130.00 0.00 130.00 0.00 130.00
Earthwork excavation in soft rock including shoring, strutting, barricading, danger lighting, bailing out water wherever necessary with stacking the materials as directed upto a lead of 50 Mtr and lift of 1.5 Mtr etc., complete (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 113 It.No.11.15 ) 113 11.15 Cum 731.00 731.00 0.00 731.00 0.00 731.00
Add for additional lift charges for every lift of 1.50 M or part thereof beyond 1.50 Mtr to 10.50 Mtr 113 11.15.1 Cum 130.00 130.00 0.00 130.00 0.00 130.00
Add for additional lift of 1.50 Mtrs or part thereof beyond 10.50Mtr to 21.00 Mtr. 113 11.15.2 Cum 174.00 174.00 0.00 174.00 0.00 174.00
Earthwork excavation in hard rock requiring blasting including shoring, strutting, baricading, danger lighting, bailing out water wherever necessary with stacking the materials as directed upto a lead of 50 Mtr and lift of 1.5 Mtr etc., complete (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 113 It.No.11.16 ) 113 11.16 Cum 1507.00 1507.00 0.00 1507.00 0.00 1507.00
Add for additional lift charges for every lift of 1.50 M or part thereof beyond 1.50 Mtr to 10.50 Mtr 113 11.16.1 Cum 217.00 217.00 0.00 217.00 0.00 217.00
Add for additional lift of 1.50 Mtrs or part thereof beyond 10.50Mtr to 21.00 Mtr. 114 11.16.2 Cum 348.00 348.00 0.00 348.00 0.00 348.00
Providing and laying in position plain cement concrete of grade M 10 with cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, including cost of all materials, labour, HOM of machinery, curing,lowering to any depth, dewatering etc., complete as per specifications with all lead and lifts for Foundation of steining. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.114 It.No.11.17 ) 114 11.17 Cum 6120.00 6371.00 0.00 6120.00 0.00 6120.00
Refilling the excavated stuff in layers of 15cms thick including watering and consolidation etc., complete with all lead and lifts, etc., complete (RDW&S CIRCLE BGM SR 2019-20 Pg.No.115 It.No.11.23 ) 115 11.23 Cum 197.00 197.00 0.00 197.00 0.00 197.00
CHAPTER-12 : PUMPSETS & ACCESSORIES 0.00 0.00 0.00 0.00
Supplying & delivery to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034 3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, with necessary testing, testing shall confirm to latest eidition of IS & its amendmnents as per instructions of engineer incharge of work. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 119 It.No.12.02.2 f )
4.00 HP - 90 LPM @ 88 m = 8 STG Outlet Dia - 2.00" Designed 3.00 HP Head 88.0 m Discharge 135.90 LPM 119 12.02.2 each 33299.00 33299.00 0.00 33299.00 0.00 33299.00
Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 122 It.No.12.03 ) 122 12.03 0.00 0.00 0.00
Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments (RDW&S CIRCLE BGM SR 2019-20 Pg.No.122 It.No.12.04 ) 122 12.04 0.00 0.00 0.00
Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 123 It.No.12.05 ) 123 12.05 0.00 0.00 0.00
Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 123 It.No.12.06 ) 123 12.06 0.00 0.00 0.00
Supply and delivery at site indoor type board consisting of two units of galvanized mild steel tubes heavy class (C-Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI mark suitable for (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 123 It.No.12.07 ) 123 12.07 0.00 0.00 0.00
Supply and delivery at site indoor type board consisting of two units of galvanized mild steel tubes heavy class (C-Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI mark suitable for (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 123 It.No.12.07 ) 124 12.08 0.00 0.00 0.00
Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.124 It.No.12.09 ) 124 12.09 KVAR 450.00 450.00 0.00 450.00 0.00 450.00
Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.124 It.No.12.10 ) 124 12.10 per 3 Poles 1025.00 1025.00 0.00 1025.00 0.00 1025.00
Supply and delivery of galvanized mild steel tubes of 6 mtr standard length heavy class (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with heavy duty collar and other end fitted with protective cover) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.124 It.No.12.11 ) 124 12.11 0.00 0.00 0.00
Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collers,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments (RDW&S CIRCLE BGM SR 2019-20 Pg.No.124 It.No.12.12 ) 124 12.12 mtr 498.00 498.00 0.00 498.00 0.00 498.00
Labour charges for Erection, Electrification and commissioning works of Pump sets including aligning and balancing with all necessary erection of materials and labour including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges, tools and equipments etc., involved in the job. as per specifications, with testing of as per instructions of engineer in-charge of work (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 124 It.No.12.16 ) 124 12.16 Job 5650.00 5650.00 0.00 5650.00 0.00 5650.00
Labour charges for Erection of outdoor type panel board and meter board units with all necessary materials and labour tools and equipments including providing cement concrete foundation bed etc., complete. as per specifications, with testing of as per instructions of engineer in-charge of work (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 125 It.No.12.18 ) 125 12.18 Job 1198.00 1198.00 0.00 1198.00 0.00 1198.00
Labour charges for Providing main connection from pole - PVC insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit, with all necessary materials and labour tools and equipments, as per specifications, with testing of as per instructions of engineer in-charge of work (RDW&S CIRCLE BGM SR 2019-20 Pg.No.125 It.No.12.19 ) 125 12.19 0.00 0.00 0.00
3 1/2 x 10 sqmm (Suitable for over head mains) 125 12.19 (c) Rmt 156.00 156.00 0.00 156.00 0.00 156.00
Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.125 It.No.12.20 ) 125 12.20 Rmt 123.00 123.00 0.00 123.00 0.00 123.00
Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.125 It.No.12.21 ) 125 12.21 Rmt 70.00 70.00 0.00 70.00 0.00 70.00
Providing, Supplying and fixing LT cast iron pot heads suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps, bolts, nuts and washers etc. with all necessary materials and labour tools and equipments . as per specifications,with testing of as per instructions of engineer incharge of work (RDW&S CIRCLE BGM SR 2019-20 Pg.No.126 It.No.12.22 ) 126 12.22 0.00 0.00 0.00
Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 126 It.No.12.23 ) 126 12.23 Job 3633.00 3633.00 0.00 3633.00 0.00 3633.00
Centrifugal Pumpsets & accessories 12.24 0.00 0.00 0.00
Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments. 126 12.24.1 0.00 0.00 0.00
2 HP, Size 65x50 Head 13M, Discharge 462 LPM a Each 14317.00 14317.00 14317.00 0.00 14317.00
2 HP, Size 50x40 Head 22M, Discharge 186 LPM b Each 14317.00 14317.00 14317.00 0.00 14317.00
5 HP, size 50x40 Head 46M, Discharge 174 LPM 126 e Each 19376.00 19376.00 19376.00 0.00 19376.00
Supply and delivery at site brand new best make pressure guage suitable for centrifugal pump confirming to latest IS standards. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.127 It.No.12.24 ) 127 12.24.2 0.00 0.00 0.00
CHAPTER-13 (BORE WELL )
Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.141 It.No.13.01 )
Above 50.00mtrs. and upto 100.00 mtrs Depth 141 13.01(b) Each 442.00 442.00 0.00 442.00 0.00 442.00
Above 100.00mtrs. and upto 150.00 mtrs Depth 141 13.01(c) Each 456.00 456.00 0.00 456.00 0.00 456.00
Above 150.00mtrs. and upto 200.00 mtrs Depth 142 13.01(D) Each 536.00 536.00 0.00 536.00 0.00 536.00
Above 200.00mtrs. and upto 250.00 mtrs Depth 143 13.01(E) Each 634.00 634.00 0.00 634.00 0.00 634.00
Above 250.00mtrs. and upto 300.00 mtrs Depth 144 13.01(F) Each 700.00 700.00 0.00 700.00 0.00 700.00
Cleaning of borewells including yield testing of Borewell either using slow or fast Rig for not more than two hours at the final depth with a minimum working of two hours continuously with air compressor or suitable pump as per specification including the cost of transportation charges crew charges, cost of consumables etc., complete. 142 13.05 Each 15946.00 15946.00 0.00 15946.00 0.00 15946.00
Hydrofacturing of 165 mm to 150 mm dia Borewell by using Hydrofracturing Unit using single packer with minimum of two fractures including transportation of unit supporting vehicle, crew charges, cost of consumables and yield testing of Borewell one hour at once before fracturing and the other after fracturing with in a radius of 50 Kms from taluk head quarters including supplying necessary water for fracturing etc., complete. 141 13.03 Each 24253.00 24253.00 0.00 24253.00 0.00 24253.00
Geophysical Investigation of site for sinking Borewell Geophysical Investigation of site for sinking Borewell for supplying drinking water to the habitation either through a hand pump, Mini Water Supply scheme, or Piped Water Supply Scheme by vertical electrical sounding by adopting venner or Schlumberger's method, including reconnaissance survey of geological formation, geophysical investigation of existing ground water in the vicinity, its quality, quantity & acceptability of the users indicating the location of site, recommended depth of casing pipe required to seal the top unconsolidated formation incluing an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instrument and accessories to work site, engaging technical personal and labour required etc., complete(RDW&S CIRCLE BGM SR 2019-20 Pg.No.141 It.No.13.04 ) 142 13.04 Each 3768.00 3768.00 0.00 3768.00 0.00 3768.00
CHAPTER-15 ( MISCLLENEOUS ) 0.00 0.00 0.00 0.00
Supply and delivery of Woltman model with removal mechanism water meters confirming to ISO 4064 part I,II,III class B or IS 779 and IS 2373 with life cycle test certificate from FCRI/ NABL accredited lab. The water meters shall have magnetic drivers or mechanical drivers and shall be versatile for installation in any position. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointer of the meter shall be as per ISO 4064 class B specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates.( RWS 2019-20 Page no 111 Item no.15.40.4) 150 mm Dia Note: the above rates are basic rates inclusive of transportation charges, earth work excavation, labour charges, cutting and threading, conveyance, welding and hire charges for tools and plants ets., complete. (RWS page no 310, I no 15.40.4) 311 15.40.4 Each 39599.00 1489.00 0.00 39599.00 0.00 39599.00
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of 1-meter length, 80 mm dia as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 315 It.No.15.48 ) 0.00 0.00 0.00
Providing CI bank flange confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.317 It.No.15.55 ) 0.00 0.00 0.00
Providing Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.318 It.No.15.57 ) 0.00 0.00 0.00
Providing Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 318 It.No.15.58 ) 0.00 0.00 0.00
Providing 80 mm dia Air valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any [RDW&S SR- 2019-20 BGM Circle, Pg No- 318 It No.-15.60 0.00 0.00 0.00
Providing Medium class 45” double flanged bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.319 It.No.15.63 ) 0.00 0.00 0.00
Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.322 It.No.15.72 ) 0.00 0.00 0.00
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239-II, 1991 with latest amendments if any. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.322 It.No.15.73 ) 0.00 0.00 0.00
Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.322 It.No.15.74 ) 0.00 0.00 0.00
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI union confirming to IS 1239-II, 1991 with latest amendments if any. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 324 It.No.15.78 ) 0.00 0.00 0.00
Supply of ISI Mark nominal bore, plain end steel casing pipe-grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest amendments, electrical resistance welded steel tube material and conforming to IS 1387- 1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5 to 7m. Both ends threaded conforming to IS 554-1985, one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes. All pipes shall be resonably free from defects. The tubes shall be resonably straight and should be with ISI marking weighing 25.10kg/m. (exclusive of all taxes and duties). Prices include Collar-Medium duty 175mm dia x 5.4mm thick (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 327 It.No.15.85 ) 327 15.85 m 1325.00 1325.00 0.00 1325.00 0.00 1325.00
Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 327 It.No.15.87 ) 327 15.87 each 100.00 100.00 0.00 100.00 0.00 100.00
Supplying and fixing M.S. Rectangular poles made out of 2 equal angles of 65x65x6 mm welded together and fixed in CC (1:2:4) WITH 2 NOS 16mm dia M.S. hold fast rods each of length 25 cms. Including cost of all materials cutting, bending scaffolding wherever necessary, nicely finishing the welded joints with all lead lifts and as per the directions of the Engineer-in - charge of the work and including providing 2 coats of approved quality paint over one coat of shop painting ( excluding cost of earthwork and concrete) (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 329 It.No.15.96 ) 329 15.96 m 984.00 984.00 0.00 984.00 0.00 984.00
Providing chain link fencing 50mm size of 8 guage properly stretched between existing rectangular poles and fixed with suitable bolts & nuts, the free ends shall be welded to the pole and block pipe at top and bottom as required including cost of all materials, labour, lead and lifts and as per the directions of the Engineer-in-charge of work including two coats of approved quality paint over one coat of shop paint (RDW&S CIRCLE BGM SR 2019-20 Pg.No.329 It.No.15.97 ) 329 15.97 Sqm 715.00 715.00 0.00 715.00 0.00 715.00
Providing and fixing M.S. Block pipe of 38mm dia, of heavy guage of 14 including removing the bends, cutting the pipe, and fixing pipe in between the existing two verticle poles (M.S. rectangular poles) and spot welding the chain link with M.S. block pipe including cost of all materials wastage in cutting, and scaffolding wherever necessary with all lead and lift as directed by the Engineer-in-charge of work etc., complete including two coats of approved quality paint over one coat of shop paint.(RDW&S CIRCLE BGM SR 2019-20 Pg.No. 330It.No.15.98 ) 330 15.98 m 408.00 408.00 0.00 408.00 0.00 408.00
Painting two coats on new concrete surface :Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Specification No 803 (RDW&S CIRCLE BGM SR 2019-20 Pg.No.330 It.No.15.103 ) 330 15.103 Sqm 82.00 82.00 0.00 82.00 0.00 82.00
Painting New Letter and Figures of any Shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“i) Hindi (Matras commas and the like not to be measured and paid for half letter shall be counted as half) “ MORTH Specification No. 803 (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 331 It.No.15.104 ) 331 15.104 cm 1.00 1.00 0.00 1.00 0.00 1.00
Supply and Fixing of Cast Steel Double Flanged Dual plate check valve Class 150 Conforming to API 594 with latest amendments as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking etc., complete with all lead and lift. The rates are inclusive of cost of Bolts and Nuts.(RDW&S CIRCLE BGM SR 2019-20 Pg.No. 331 It.No.15.106 ) 331 15.106 0.00 0.00 0.00
Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.322 It.No.15.107 ) 322 15.107 0.00 0.00 0.00
Supply and fixing of single chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 50. All internal parts such as float, shell etc., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour bule RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.334 It.No.15.108 ) 334 15.108 0.00 0.00 0.00
Supply and installation of water connections to individual houses up to water meter point (which shall be fixed about one meter from customer boundary) and includes civil works like Earthwork excavation for the pipeline trenches for laying of MDPE /GI pipes of following diameters for the house connection in all types of soils, disintegrated rock, soft rock, hard rock, including cutting of any road using machine cutter, crossing drains, compound, cutting any surfaces along the pipelines such as tiles /floor/concrete/or any other surfaces using machine cutter, boring the wall surfaces comprising of BBM or SSM for conveying the pipelines to customer property, restoring the damaged portions inside or outside the property premises, refilling etc. Complete supply and laying of MDPE PE-80, PN 12.5 pipes with special such as Electro fusion tapping ferrule or saddles of pressure rating PN12.5/SDR 11 or higher grade of approved make conforming standard specifications with brass cutter, flow regulator, water tight cap-cutting edges for making hole/tapping suitable to HDPE distribution mains by electro fusion welding. Tapping ferrules(Mechanical type clamp saddle) with cost of GI pipes, all specials such as GI tee, GI elbow, GI coupler, stopper etc, and brass or SS tap for the following diameters. [RDW&S SR- 2018-19 BGM Circle, Pg No-337 It No.-15.111 ] 337 15.111 0.00 0.00 0.00
Supply and fixing of HDPE water meter box to protect the water meter of class 'B: multijet type of size 15 to 32mm including HDPE box with base dia 300mmxlid dia 200mmxheight 250mm with openable lid and the cover is buried below GL with lid flush with GL including earthwork excavation for 600mmx600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12 to 20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height,disposal of excess earth with all lead and lifts etc complete as per drawing enclosed [RDW&S SR- 2018-19 BGM Circle, Pg No- 338 It No.-15.113] 338 15.113 No 500.00 500.00 0.00 500.00 0.00 500.00
Hold fasts MS (RDW&S CIRCLE BGM SR 2019-20 Pg.No. It.No.391 ) 334 391 Each 32.20 32.20 0.00 32.20 0.00 32.20
Hinges 5" heavy duty (RDW&S CIRCLE BGM SR 2019-20 Pg.No. It.No.390 ) 334 390 Each 31.36 31.36 0.00 31.36 0.00 31.36
Handles power coated 150mm (RDW&S CIRCLE BGM SR 2019-20 Pg.No. It.No.388 ) 334 388 Each 50.85 50.85 0.00 50.85 0.00 50.85
Tower bolt 300mm long (RDW&S CIRCLE BGM SR 2019-20 Pg.No. It.No.407 ) 334 407 Each 101.69 101.69 0.00 101.69 0.00 101.69
Door lock (RDW&S CIRCLE BGM SR 2019-20 Pg.No. It.No.386 ) 334 386 Each 347.46 347.46 0.00 347.46 0.00 347.46
Stays MS (RDW&S CIRCLE BGM SR 2019-20 Pg.No. It.No.406 ) 334 406 Each 16.95 16.95 0.00 16.95 0.00 16.95
Nail and Screws (RDW&S CIRCLE BGM SR 2019-20 Pg.No. It.No.401 ) 334 401 Kgs 45.76 45.76 0.00 45.76 0.00 45.76
Providing and fixing Brass ferrule and C.1 Mouth cover 15mm nominal bore (RDW&S CIRCLE BGM SR 2019-20 Pg.No. XLIII It.No.614 ) XLIII 614 Each 101.69 101.69 0.00 101.69 0.00 101.69
KUWS & D SR 2018-19
Supplying and fixing RCC demarketion stone of 30 cm x 15cm an d90cm deep using 1: 2: 4 and 6mm rods for vertical and stirrup and randered smooth including engraving leters kwb nd arrow 6mm deep on the top including fixing demarkation stone 40cm below gruond level and CC 13:6 15 cm height 8cm offset surrounding stone and curing for 10 days incloding earth excavation of all type of soil with all lead and lifts ( KUWS & D SR 2018-19 Mysore Pg no 24 Item No. 24 24 24 Each 440.00 101.69 0.00 440.00 0.00 440.00
Assistant Executive Engineer Executive Engineer
RDW & S Sub Division B. Bagewadi RDW & S Division Vijayapur
RATE ANALYSIS ( PWP&IWTD CIRCLE BELAGAVI SR 2018-19)
Difference in cost of cement per bag issue rate on 15 Jul 2019 235- 258 ADD 300
Difference in cost of STEEL per Tonne issue rate on 15 Jul 2019 45645- 45645- 0.00 add 0 per kgs
Difference in cost of cement per bag 320- 320 0.00
Difference in cost of cement per bag 320- 320 0.00
Sl. No Item of work Page No. Item No. Unit Basic rate Addln cost of Cement Rs. 00.00/ bag rate (Rs.) area weightage Final rate (Rs.)
1 KSRB 2-1.1 : Earthwork in surface excavation in ordinary soil for leveling and lowering the ground manually (Other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables) and removing the excavated stuff to a distance not exceeding 50m and lift up to 1.5m, excavated surface levelled and neatly dressed, disposed earth to be levelled including breaking of clods and neatly dressed as per specifications. specification. No. KBS 2.1(a) / 2.3.1 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.6 It.No.2.1 ) 6 2.1 Cum 249.00 0.00 249.00 0.00 249.00
2 KSRB 2-2.1 : Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specifications. No. KBS 2.1(a) / 2.3.5 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.6 It.No. 2.3 ) 6 2.3 Cum 299.00 0.00 299.00 0.00 299.00
3 KSRB 2-2.2 : Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in hard soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specifications. No. KBS 2.1(b) / 2.3.5 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.6 It.No. 2.4) 6 2.4 Cum 449.00 0.00 449.00 0.00 449.00
3 KSRB 2-2.4 : Excavation 1.5m and above in width in soft rock without blasting for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches not exceeding 1.5 m. in depth, stacking the excavated stuff from edges of excavation with lead upto 50m including cost of explosives, labour and HOM of equipment complete as per specifications. specification. No. KBS 2.1.C / 2.9.4 / 2.18 / 2.19(PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.6 It.No. 2.6) 6 2.6 Cum 1421.00 0.00 1421.00 0.00 1421.00
4 KSRB 2.3 : Filling available excavated earth ( excluding rock ) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with lead upto 50 m. and lift upto 1.5 m. including cost of all labour complete as per specifications. Specification. No. KBS 2.9 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.7 It.No.2.10 ) 7 2.10 Cum 201.00 0.00 201.00 0.00 201.00
5 KSRB 2.5 : Earthwork excavation in all soil deposits and filling sides of foundation upto plinth in layers not exceeding 20cms. in depth, compacting each deposited layer by ramming after watering with all lead and lift including cost of all labour complete as per specifications. specification. No. KBS 2.9.9 / 2.9.10.1 / 2.1.1 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.7 It.No.2.12 ) 7 2.12 Cum 403.00 403.00 0.00 403.00
1 KSRB 2.6 : Providing and filling sand in foundation upto plinth to required depth for sub soil treatment including watering ramming with all lead and lift complete as per specifications. specification. No. KBS 2.10.2 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.7 It.No.2.13 ) 7 2.13 Cum 2112.00 2112.00 0.00 2112.00
2 KSRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.7 It.No.2.15 ) 7 2.15 Cum 2137.00 0.00 2137.00 0.00 2137.00
3 KSRB 2.11 : Providing sand cement bed with 10% cement with all leads for all materials and lift of 1.5 m. machine mixed, laid in layers of 15cms. thick and well compacted for foundation, including curing cost of materials labour and HOM complete as per specifications. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.7 It.No.2.18 ) 7 2.18 Cum 3442.00 0.00 3442.00 0.00 3442.00
9 KSRB 4-1.2 : Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregates @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.13 It.No.4.2 ) 13 4.2 Cum 5281.00 4.400 0.00 5281.00 0.00 5281.00
4 KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8 with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @0.85cum and fine aggregates @ 0.57cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.13 It.No.4.3 ) 13 4.3 Cum 5199.00 3.600 0.00 5199.00 0.00 5199.00
5 KSRB 4-1.5 : Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, 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 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.13 It.No.4.5 ) 13 4.5 Cum 5376.00 6.000 0.00 5376.00 0.00 5376.00
6 KSRB 4-1.6 ; Providing and laying in position plain cement concrete of mix 1:2:4 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.878 cum and fine aggregtes @ 0.53cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, plinth and cills, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.13 It.No.4.6 ) 13 4.6 Cum 5525.00 4.800 0.00 5525.00 0.00 5525.00
7 KSRB 4-1.7 : Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 20mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregtes @ 0.56cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, plinth and cills, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.13 It.No.4.7 ) 13 4.7 Cum 5413.00 4.400 0.00 5413.00 0.00 5413.00
14 REINFORCED CEMENT CONCRETE 0.00 0.00 0.00 0.00
15 KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. Specification No. KBS 4.1, 4.6 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.14 It.No.4.11 ) 14 4.11 Cum 5709.00 6.400 0.00 5709.00 0.00 5709.00
16 KSRB 4.2.7 : Providing and laying in position reinforced cement concrete of design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregtes @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in ground floor level for roof slabs, staircase, lintels and beams retaining walls, return walls, walls (any thickness) including attached pilasters, columns, lintles, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. Specification No. KBS 4.1, 4.6 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No14. It.No.4.12 ) 14 4.12 Cum 6092.00 6.800 0.00 6092.00 0.00 6092.00
8 KSRB 4.2.8: Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in ground floor level for roof slabs, staircase, lintels, and beams retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. Specification No. KBS 4.1, 4.6 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.14 It.No.4.13 ) 14 4.13 Cum 5942.00 6.400 0.00 5942.00 0.00 5942.00
9 KSRB 4.2.10 : Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 24kgs, with 12mm and down size graded granite metal coarse aggregates @0.05175cum and fine aggregtes @ 0.0345cum, with superplastisiser @0.225lts, machine mixed, well compacted for plain chajja of 7.5 cms. average thickness, upto ground floor level, including cost of all materials, labour,HOM of machinery, finishing, curing, complete but excluding cost of reinforcement as per specifications. Specification No. KBS 4.1, 4.6 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.15 It.No. 4.19) 15 4.19 Sqm 444.00 0.480 0.00 444.00 0.00 444.00
21 KSRB 4-5 : Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications. Specification No. KBS ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 15 It.No. 4.27) 15 4.27 Sqm 1066.00 0.329 0.00 1066.00 0.00 1066.00
22 KSRB 4-6.1 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons. Specification No. KBS 4.6.2 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.16 It.No. 4.28) 16 4.28 Sqm 255.00 0.00 255.00 0.00 255.00
23 KSRB 4-6.3 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness above 200 mm including cost of all materials, labour complete as per Specification. Specification No. KBS 4.6.2 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.16 It.No. 4.30) 16 4.30 Sqm 435.00 0.00 435.00 0.00 435.00
24 KSRB 4-6.4 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 16 It.No.4.31 ) 16 4.31 Sqm 357.00 0.00 357.00 0.00 357.00
11 KSRB 4-6.5 : Providing and removing centering, shuttering, strutting, propping etc., for columns, pillars, post and struts, square / rectangular/ polygon in plan including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.16 It.No. 4.32) 16 4.32 Sqm 456.00 0.00 456.00 0.00 456.00
12 KSRB 4-6.7 :Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers and lintels not exceeding 1m in depth including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.17 It.No.4.34 ) 17 4.34 Sqm 292.00 0.00 292.00 0.00 292.00
13 KSRB 4-6.9 :Providing and removing centering, shuttering, strutting, propping etc., for edges of slabs and breaks in floor including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.17 It.No. 4.36 ) 17 4.36 Sqm 722.00 0.00 722.00 0.00 722.00
28 KSRB 4-6.10 :Providing and removing centering, shuttering, strutting, propping etc., for chajjas, corbels etc., including edges including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.17 It.No. 4.37) 17 4.37 Sqm 320.00 320.00 0.00 320.00
14 KSRB 4-6.11 :Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for Stairs (excluding landing) except spiral staircase including cost of all materials, labour complete as per specificaiton. Specification No. KBS 4.6.2 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 17 It.No. 4.38) 17 4.38 Sqm 501.00 501.00 0.00 501.00
30 KSRB 4-6.13 :Providing and removing, centering, shuttering, strutting, propping etc., and removal of form work for vertical fins and vertical sun breakers including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.17 It.No. 4.40) 17 4.40 Sqm 595.00 0.00 595.00 0.00 595.00
31 KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications - TMT bars Fe 500 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.18 It.No.4.46.2 ) 18 4.46.2 Tonne 70306.00 1.075 0.00 70306.00 0.00 70306.00
32 KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications - TMT bars Fe 550 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.18 It.No. 4.46.3) 18 4.46.3 Tonne 70958.00 0.00 70958.00 0.00 70958.00
33 Providing RCC loft (atta) 7.5cms thick with cement concrete design mix M20 using clean granite or trap jelly of 20mm and down size with necessary reinforcements at 20cms centre to centre as per design including form work, centring, curing, etc., complete (exclusive of cost of steel and fabrication charges). ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.20 It.No. 4.54) 20 4.54 Sqm 433.00 0.00 433.00 0.00 433.00
34 Providing RCC design mix M20 using granite metal 20mm and down size for 7.5 cms thick solid parapet or perforated as per design, specification and directions.(exclusive of cost of steel and fabrication charges) including necessary centring, form work and finishing smooth with CM (1:3) etc., complete. - 7.5 cms thick ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.20 It.No. 4.56.1) 20 4.56.1 Sqm 424.00 0.00 424.00 0.00 424.00
36 KSRB 5.1-3 : Providing and constructing granite / trap / basalt rubble stone masonry in foundation with cement mortar 1:6 (uncoursed), bond stones at 2m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.12 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.25 It.No.5.3 ) 25 5.3 Cum 3627.00 1.650 0.00 3627.00 0.00 3627.00
37 KSRB 5.2-3 : Providing and constructing granite / trap / basalt size stone masonry in foundation with cement mortar 1:6, stone hammerd dressed in courses not less than 20 cms high, bond stones at 2m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.25 It.No.5.6 ) 25 5.6 Cum 4814.00 1.400 0.00 4814.00 0.00 4814.00
38 KSRB 5.3-3 : Providing and constructing granite / trap / basalt size stone masonry in basement with cement mortar 1:6, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at 2m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.25 It.No.5.9 ) 25 5.9 Cum 5792.00 1.400 0.00 5792.00 0.00 5792.00
39 KSRB 5.4-3 : Providing and constructing granite / trap / basalt size stone masonry in superstructure with cement mortar 1:6 , edges of stones chistle dressed in courses not less than 15 cms high, bond stones at 2m. apart in each course including cost of materials, labour, scaffolding, curing complete as per specifications. KBS 5.1.13 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 25 It.No. 5.12) 25 5.12 Cum 6093.00 1.400 0.00 6093.00 0.00 6093.00
40 BRICK MASONRY 0.00 0.00 0.00 0.00
41 KSRB 6-1.3 : Providing and constructing burnt brick masonry for basement and superstructure with approved quality of non-modular bricks of standard size of class designation 3.5Newton per sqmm with cement mortar1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 29 It.No. 6.3) 29 6.3 Cum 6025.00 1.20 0.00 6025.00 0.00 6025.00
15 KSRB 6-2.3 : Providing and constructing burnt brick masonry with approved quality of non-modular bricks of standard size of class designation 5.0Newton per sqmm (table moulded) with cement mortar 1:6 for basement and superstructu/re including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.29 It.No. 6.6) 29 6.6 Cum 6731.00 1.20 0.00 6731.00 0.00 6731.00
43 KSRB 6-7.3 : Construction of partition wall 11.2 cms thick with non-modular ground moulded burnt bricks of class designation 3.5 Newton per sqmm with cement mortar 1:4 including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 31 It.No. 6.25) 31 6.25 Sqm 789.00 0.180 0.00 789.00 0.00 789.00
44 KSRB 6-7.4 : Construction of partition wall 11.2 cms thick with non-modular ground moulded burnt bricks of class designation 5.0 Newton per sqmm with cement mortar 1:4 including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.31 It.No. 6.26) 31 6.26 Sqm 886.00 0.180 0.00 886.00 0.00 886.00
45 FLOORING WORKS 0.00 0.00 0.00 0.00
46 KSRB 14.5 : Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Specification No. KBS 14.26 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.103 It.No. 14.5) 103 14.5 Sqm 1184.00 1184.00 0.00 1184.00
47 KSRB 14.6-1: Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and HOM of machineries complete as per specifications. Specification No. KBS (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 103 It.No. 14.7) 103 14.7 Sqm 1113.00 0.00 1113.00 0.00 1113.00
47 KSRB 14.7-2 : Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete, using broken granite metal of 12.5mm nominal size and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide ( using 3.5 kg of red oxide per 50 kg of cement ) finished with floating coat of neat cement mixed with red oxide (mix of same proportion), including cost of materials, labour, curing, complete as per specifications. Specification No. KBS 14.3 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 104 It.No. 14.9) 104 14.9 Sqm 665.00 0.400 0.00 665.00 0.00 665.00
16 KSRB 14.10-1: Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, including cost of materials, labour, curing, polishing complete as per specifications. Specification No. KBS ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.105 It.No. 14.15) 105 14.15 Sqm 1252.00 0.260 0.00 1252.00 0.00 1252.00
49 KSRB 14.10-2: Flooring with 20 mm thick polished shahabad slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, including cost of materials, labour, curing, polishing complete as per specifications.Specification No. KBS ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.105 It.No. 14.16) 105 14.16 Sqm 1378.00 0.260 0.00 1378.00 0.00 1378.00
50 KSRB 14.10-3: Providing flooring with 20 mm thick polished Cadapa slabs using cement mortar 1:6, 25 mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, including cost of materials, labour, curing, polishing complete as per specifications. Specification No. KBS ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.105 It.No. 14.17) 105 14.17 Sqm 1286.00 0.260 0.00 1286.00 0.00 1286.00
51 KSRB 14.14-5: Providing Ceramic tiles of approved make,shade and size for flooring, treads of steps and landings laid on a bed of 12mm thick, cement mortar 1:3 mix, flush pointing with white cement using colour pigment , including cost of materials, labour, curing, complete as per specifications.Specification No. KBS - for Ceramic Tiles of size 30x30cms 6mm thick ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.108 It.No. 14.36.2) 108 14.36.2 Sqm 1208.00 0.190 0.00 1208.00 0.00 1208.00
51 KSRB 14-17.1 : Providing skirting, dadoing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Specification No.KBS 14.16, 14.17 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.108 It.No. 14.40) 108 14.40 Sqm 1166.00 0.180 0.00 1166.00 0.00 1166.00
52 KSRB 14-17.2 : Providing skirting, dadoing, rises of steps with colour glazed tiles on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Specification No.KBS 14.16, 14.17 - Colour glazed tiles 30x45 cms 6mm thick with border of size 30 x 10 cms. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.108 It.No. 14.41.3) 108 14.41.3 Sqm 1273.00 0.180 0.00 1273.00 0.00 1273.00
53 Providing and fixing Vitrified glazed tiles of approved make, quality & colour of size 600 x 600 x 10mm thick fixed on bed of 12mm thick cement mortar for flooring, skirting and jointed with neat cement slurry mixed with pigment to mach shade of tiles, including providing spacers at required interval and removing stains, including cost of all mateirals, mortar, labour, etc., Complete as per specification. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.109 It.No. 14.45) 109 14.45 Sqm 975.00 0.00 975.00 0.00 975.00
54 PLASTERING & POINTING 0.00 0.00 0.00
55 KSRB 15.1.1 Providing flush pointing to square rubble, course or uncoursed stone masonry with cement mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.115 It.No. 15.1) 115 15.1 Sqm 141.00 0.020 0.00 141.00 0.00 141.00
56 KSRB 15.1.3 – do – Providing ruled pointing to coursed stone masonry with cement mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.115 It.No. 15.3) 115 15.3 Sqm 142.00 0.02 0.00 142.00 0.00 142.00
17 KSRB 15.3.2 Providing 12mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.115 It.No. 15.10) 115 15.10 Sqm 203.00 0.098 0.00 203.00 0.00 203.00
18 KSRB15-3.8 : Providing 18mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 116 It.No. 15.16) 116 15.16 Sqm 260.00 0.15 0.00 260.00 0.00 260.00
59 KSRB15-3.11 : Providing 20mm thick cement plaster in single coat with cement mortar 1:4, to stone masonry & concrete surface including rounding off corners wherever required smooth rendering, including providing and removing scaffolding, cost of materials, labour, curing etc., complete as per specification. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.116 It.No. 15.19) 116 15.19 Sqm 270.00 0.16 0.00 270.00 0.00 270.00
19 KSRB15-3-14 : Providing 12mm thick cement plaster in single coat with cement mortar 1:4, to ceiling including rounding off corners wherever required smooth rendering, including providing and removing scaffolding, cost of materials, labour, curing etc., complete as per specification. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.116 It.No. 15.22) 116 15.22 Sqm 224.00 0.098 0.00 224.00 0.00 224.00
60 KSRB 15-7 : Providing floating coat of cement to plastering and finishing smooth including coast of materials labour ,curing,complete as per specifications (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 117 /I No 15.32) 117 15.32 Sqm 18.60 0.00 18.60 0.00 18.60
60 KSRB 15.8.3 Providing and fixing plaster mesh 200 mm wide manufactured out of hot dipped galavanised iron of nominal thickness 0.35 mm with a zinc coating of 120 gms per width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( Length of mesh only be measure for payement) ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.117 It.No. 15.36) 117 15.36 m 36.00 0.00 36.00 0.00 36.00
61 KSRB 24-41 : Dubbing out on old irregular walls average 10mm thick and making good the surface with cement mortar 1:4 including curing cost of materials, labour, complete as per specifications. Specification No.KBS 24.2.1 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.133 It.No. 16.36.1) 133 16.36.1 Sqm 153.00 0.152 0.00 153.00 0.00 153.00
1 KSRB 24-42 Dubbing out on old irregular walls average 10mm thick and making good the surface with the cement mortar 1:6 including curing cost of materals labour complete as per specifications specification no. KBS 24.2.1 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.133 It.No. 16.37.1) 133 16.37.1 Sqm 138.00 0.100 0.00 138.00 0.00 138.00
65 KSRB 4-4.2 : Extra for use of water proofing compound in Cement concrete of mix 1:1.5:3,at one kg of compound per bag of cement. Specification No. KBS ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.15 It.No.4.25 ) 15 4.25 Cum 155.00 155.00 0.00 155.00
66 KSRB 4-5 : Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications. Specification No. KBS ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.15 It.No.4.27 ) 15 4.27 Sqm 1066.00 0.54 0.00 1066.00 0.00 1066.00
67 KSRB 7.1 : Providing and fixing in position collapsible steel shutters with single or double leaf with vertical channel 20mmx10mmx2mm braced with flat iron diagonals 20mmx5mm size, with top and bottom rails of T iron sections of 40x40x6 mm with 38mm dia steel pulleys complete with bolt and nuts, locking arrangements, stoppers, handles on both sides with 7.5cms openings at 10 cms. c to c applying a priming coat of red lead paint. cost of materials, labour, HOM of machinery complete as per specifications. size of gate 2.4mx1.4m Specification No. KBS 7.7 / 7.12 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.33 It.No.7.1 ) 33 7.1 Sqm 5210.00 5210.00 0.00 5210.00
21 KSRB 7.5 : Providing and fixing pull and push type rolling shutters of approved make out of 18 guage, 75mm wide cold rolled steel laths of convex corrugation, with side guides and bottom rail, with interlocking arrangements for steel laths by means of alternate clips, suspension shaft with High tension coil type springs two numbers, mounted on specially designed pipe shaft, with bracket plates, guide channels, ball bearing arrangements, for inside & outside locking with push & pull operations complete including pulling hooks, 4Nos. handles with all fittings and accessories, painted with a coat of red lead paint (without top cover) cost of materials, labour, HOM of machinery complete as per specifications. Shutter size 3mx2.8 m ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.33 It.No. 7.5) 33 7.5 Sqm 2607.00 0.00 2607.00 0.00 2607.00
22 KSRB 7.6 : Providing and fixing top covers made out of 20 guage M.S. sheet over pull and push rolling shutters bent to shape including cost of red lead primer coat of painting , materials, labour, HOM of machinery complete as per specifications. Specification No. KBS 7.10.6 / 7.12 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.34 It.No.7.6 ) 34 7.6 Mtr 482.00 0.00 482.00 0.00 482.00
70 KSRB 7.7 : Providing and fixing in position in cement concrete 1:3:6 steel glazed windows and ventilators side hung/top hung fully openable as per approved drawings using Z angles of 25x33x3mm, weighing 1.419 Kg/m both for outer and inner frames and central mullion section of size 25x46x3mm. weighing 2.28Kg/m duly providing T section 19x19x3mm weighing 0.839 kg/m for glazing of windows not more than 34 cms. c to c including providing and fixing 4mm. thick reeded glass with teakwood beading of required size, all steel sections should confirm to I.S 7452:1990, 4nos. of holdfasts of approved size, section should be cut to length welded and electrically grinded subdividing frames of unit shall be tenonned and revetted into the frames electrically. All the steel surface shall be throughly cleaned free of rust and painted with one coat of anti-corosive paint and finishing with two coats of ready mix paint of approved colour and make including cost of materials, fixtures, labour and HOM of machinery complete as per specifications. Specification No. KBS 7.12.1 / 7.12.2 / 7.12.3 / 7.12 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.34 It.No. 7.7) 34 7.7 Sqm 3913.00 0.00 3913.00 0.00 3913.00
23 KSRB 7.9 : Providing and fixing M.S.grill work for windows and ventilators using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications. Specification No. KBS 7.12 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.34 It.No.7.9 ) 34 7.9 Kg 95.00 0.00 95.00 0.00 95.00
24 KSRB 7.10 : Providing and fixing in position aluminium windows and ventilators as per approved drawings with sliding shutters using double track window frame section of size 61.85x31.75mm. with 1.2mm thick, bottom section weight 0.695 kg/m, sides and top sections 1.3 mm. thick weight 0.659 kg/m; and shutter comprising top and bottom section of size 40mmx18mm, 1.25mm thick 0.417 kg./m; shutter outer side 40mmx18mm, 1.25mm.thick weight 0.417 kg/m, shutter interlock section 40mmx26.7mm, 1.1mm thick, weight 0.469 kg/m. the shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles tower bolts etc.; and providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading aluminium sections including cutting to required length, joints mitred subdividing the frame tenonned and rivetted in the assembled frame stiffened with end clips at corners angles etc., and fixed to the walls, lintels, floor beams/cills as the case may be with necessary steel screws, raul plugs, or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar, aluminium sections pretreated for removal of any Specification No. KBS - using aluminium section anodized to 12 - 15 microns. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.35 It.No. 7.10.1) 35 7.10.1 Sqm 4266.00 0.00 4266.00 0.00 4266.00
73 KSRB 7.11 : Providing and fixing in position aluminium windows and ventilators as per approved drawings with sliding shutters using three track window frame of size 92x31.75mm bottom section 1.3mm thick, weight 1.07kg/m; sides and top sections 1.3 mm, thick, weight 0.933 kg/m.shutter frame section comprising top and bottom section of size 40mmx18mm, wall thickness 1.25mm. weight 0.417 kg./m. shutter side outer 40mmx18mm. wall thickness 1.25mm. weight 0.417 kg/m, shutter interlock section 40mmx26.7mm wall thickness 1.1 mm. thick, weight 0.469 kg/m, the shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles tower bolts etc.; providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading all aluminium sections including cutting to required length, joints mitred subdividing the frame tenonned and rivetted, in the assembled frame, stiffened with end clips for corners, angles etc., and fixed to the walls, lintels, floor beams/cills as the case may be, with necessary steel screws, raul plugs or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar. - using aluminium section anodized to 12 - 15 microns. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 35 It.No. 7.11.1) 35 7.11.1 Sqm 4351.00 0.00 4351.00 0.00 4351.00
25 Fabricating, supplying & erecting M.S. Angular Truss for all spans as per approved designs and drawing. The entire truss is anchored suitably by using 4 Nos. of M.S. anchor bolts at each support, with base plate and shoe plate. The work includes cutting, straightening, placing in position of M.S angle and welding wherever necessary, and applying one coat of red oxide primer coat to all the members including cost of all materials, labour charges, & hire charges of machineries for cutting, welding, grinding & erection equipments, etc., complete as per specification ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.43 It.No. 7.30) 43 7.30 Kgs 128.00 0.00 128.00 0.00 128.00
25 Fabricating, providing and erecting in poiston of M.S. Ornamental security Grill Gate without hot dip using 75 x 12mm M S Flat for alround frame work with verticals at the centre and horizontal centere support M S Square of 20 x20 mm of different heights as shown in the drawing are to be fixed at 16 ems C/C for square bars of full height and at Scms C I C for bottom rods providing ornamental C I Designers at the bottom and C I arrows in the midle and top. The entire frame work is to be fixed by means of expansion bolts to the brick pillars with necesary drilling holes. the work includes providing two coats of enamel painting over one coatr of red lead ready mix primer coat etc complete cost of all labour, painting, erection charges using hoist pulleycranes with all lead and lift, loading, transporting and unloading using hoist pulley cranes, scaffolding charges and all other incidental charges required for successful completion fo the work as per specification and drawings.(PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.43 It.No. 7.31) 43 7.31 Kgs 132.00 0.00 132.00 0.00 132.00
25 Providing and fixing M.S. Grill over existing compound wall as per using 16mm x 16mm M.S. Square rod at 150mm clc spacing and 6mm x 40mm M.S. flats at horizontal and 6mm x12mm M.S. flat for ornamental design and providing shop edge design at the vertex of every vertical rods, including welding, grinding wherever necessary. All the steel surface should be thoroughly cleaned free of rust and painted with anti corrosive paint (shop paint) etc, complete. The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges, etc., complete as per specification. (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.44 It.No. 7.36) 44 7.36 Sqm 5369.00 0.00 5369.00 0.00 5369.00
74 KSRB 9.4-2 : Providing Honne wood frames wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, HOM of machineries complete as per specifications. Specification No. KBS 9.33 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.53 It.No. 9.11) 53 9.11 Cum 84771.00 84771.00 0.00 84771.00
75 KSRB 9.4-3 : Providing Mathi / Nandi wood frames wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, HOM of machineries complete as per specifications. Specification No. KBS 9.33 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.53 It.No.9.12 ) 53 9.12 Cum 56153.00 0.00 56153.00 0.00 56153.00
76 KSRB 9.5-2 : Providing and fixing in position fully panelled Honne wood shutters for doors, with styles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications. (excluding cost of fixtures) Specification No. KBS 9.34 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.53 It.No. 9.15 ) 53 9.15 Sqm 4615.00 0.00 4615.00 0.00 4615.00
77 KSRB 9.6-2 : Providing and fixing in position fully panelled Honne wood shutters for doors, with styles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications. (excluding cost of fixtures) Specification No. KBS 9.34 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 53 It.No. 9.18) 53 9.18 Sqm 4404.00 0.00 4404.00 0.00 4404.00
78 KSRB 9-19.2 : Providing and fixing in position Honne wood half panelled shutters at bottom and half glazed at top for window shutters with styles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. (excluding cost of fixtures) Specification No. Providing and fixing in position Teak wood half panelled shutters at bottom and half glazed at top for window shutters with styles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, HOM of machineries complete as per specifications. (excluding cost of fixtures) Specification No. KBS 9.34, 9.42 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.57 It.No.9.57 ) 57 9.57 Sqm 4466.00 0.00 4466.00 0.00 4466.00
79 KSRB 9-27.1 : Fixing of door frame in an existing opening including embeeding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debries with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.60 It.No. 9.80) 60 9.80 No 1369.00 1369.00 0.00 1369.00
80 PVC DOOR SHUTTER : Supply and fixing of door shuttersmade of rigid PVC extruded hollow section of 20mm x 200mm with the wall thickness of 1.0mm + /0.1mm equally divided into 4nos with tongue and groove locking arrangements. The shutter frame is made of 58x24 mm with the wall thickness of 1.5mm+/-0.15mm section metricut and joined at 4 corners with 125mmx225mm plastic brackets. The shutter shall be horizontally reinforced with 2nos of 8mm PVC rods. Teak wood battons shall be reinforced inside the door shutter during the fabrication of the door shutter at those points wherever the hardware is fixed on to the door shutter. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.61 It.No.9.86 ) 61 9.86 Sqm 1785.00 1785.00 0.00 1785.00
81 Supply and fixing of door frame made of hollow extruded PVC Section having dimension of 40x57mm with the wall thickness of 2mm+/-0.2mm duly reinforced with seasoned wood plank at the hinges side. The door frame top 2corners shall be metric cut/welded. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.61 It.No.9.88 ) 61 9.88 m 250.00 250.00 0.00 250.00
82 Providing and fixing factory made single leaft rigid GRP Sandwich composite door shutter of 32mm thick, laminated with two GRP skins with wood grain finish, fabricated using U.V-stabilized Isopthalic Gelcoat and on layer of 45 gsm E-Glass Chopped strand Mat (CSM), impregnated with orthopthalic polyster resin. The thickness of the skins shall not be less than 1.5mm. Expanded Polystyrene (EPS) structural foam panel of 29mm thickness and a density of 20 Kg/m3 shall be used as core material. Wooden reinforcements made of Seasoned Salwood block of cross section not less than 28mmx32mm and also necessary salwood reinforcements for fixing the metal fittings such as tower bolts, aldrops, handles, etc, shall be provided. A structural adhesive compatible with EPS foam shall be used for bonding the core material, the Salwood reinforcement and the skins. The material and process for manufacturing the door shutters shall confirm to RV/TIFAC Composites Design centre Standards and specifications and the door shutters tested in confiramation to IS 4020-1994. The finish of shutter will be plain colour White/Ivory/Beige/Light Grey or any other colour using high quality pigments. Exclusing cost of fixtures and inclusive of supply of shutters to respective work spot. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.62 It.No.9.93 ) 62 9.93 Sqm 3000.00 3000.00 0.00 3000.00
Providing and fixing food grade epoxy painting to over head tank and sump tank after cleaning and drying including pumping and bailing out of water, including cost of all materials labour lead and lifts etc., complete ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.69 It.No.10.6 ) 69 10.6 Sqm 100.00 100.00 0.00 100.00
83 KSRB 11-4 : Providing and fixing white vitreous china clay, water closet Orissa pattern of size 580 x 440mm with integral type footrests, 100mm S or P trap, (approved make ) cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications.Specification No. KBS 11 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 79 It.No.12.4 ) 79 12.4 Each 2067.00 2067.00 0.00 2067.00
84 KSRB 11-5 : Providing and fixing white vitreous china clay, water closet European type ( Pedestal type, P-trap ) with black solid plastic seat and lid, C.P brass hinges, rubber buffers. 10 litre low level, P.V.C flushing cistern ( all are approved make ) with fittings, C.I / M.S brackets, 40mm diameter flush bend with fittings and clamps, overflow arrangements with special and 25mm mosquito proof coupling of approved design, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications.Specification No. KBS 11 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.79 It.No.12.5 ) 79 12.5 Each 4956.00 4956.00 0.00 4956.00
84 KSRB 11-7.1: Providing and fixing white vitreous china clay, flat back, lipped front urinal basin of 430x260x350mm with 5 litres PVC automatic flushing cistern, C.I/M.S brackets, standard flush pipe and C.P brass unions and G.I. clamps painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications.Specification no. KBS 11 (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 80 it.no 12.7) 80 12.7 Unit 3072.00 3072.00 0.00 3072.00
85 KSRB 11-11.1 : Providing and fixing white vitreous china clay, flat back wash basin size 630x450mm with a pair of 15mm C.P brass pillar taps with C.I / M.S brackets, 32 mm C.P. brass waste of standard pattern, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.82 It.No.12.23 ) 82 12.23 Unit 4007.00 4007.00 0.00 4007.00
86 KSRB 11-11.5 : Providing and fixing white vitreous china clay, flat back wash basin size 450x300mm with a single 15mm C.P brass pillar tap with C.I / M.S brackets, 32 mm C.P. brass waste of standard pattern, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications.Specification No. KBS 11 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.83 It.No. 12.27) 83 12.27 Unit 2807.00 2807.00 0.00 2807.00
86 KSRB 11-11.8: Providing and fixing white vitreous china clay, surgeon type wash basin size 660x460mm with a pair of 15mm C.P brass pillar taps with pair of elbow operated levers, C.I/M.S brackets, 32mm C.P. brass waste of standard pattern, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications.Specification no. KBS 11 (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 83 it.no 12.28) 83 12.28 Unit 3288.00 3288.00 0.00 3288.00
87 KSRB 11-14.3 : Providing and fixing stainless steel kitchen sink of size 400x915mm bowl depth 160mm, with drain board, M.S / C.I brackets, stainless steel plug 40 mm, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.84 It.No. 12.38) 84 12.38 Unit 6454.00 6454.00 0.00 6454.00
87 KSRB 11-15.3 : Providing and fixing 453x357mm dia rectangular shape mirror with plastic moulded frame of approved make and shade with 6mm thick hard board backing including cost of materials, labour complete as per specifications.(PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.84 It.No. 12.41) 84 12.41 Unit 1136.00 1136.00 0.00 1136.00
87 KSRB 11-17.2 : Providing and fixing C.P. brass towel rail 600 mm length, 20mm dia with C.P brackets, fixed to wooden cleats with C.P. brass screws including cost of materials, labour complete as per specifications.(PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.85 It.No. 12.46) 85 12.46 Unit 674.00 674.00 0.00 674.00
88 Providing and fixing CI Nahani trap of approved make conforming to ISI specifications and construction of Cistern in M-15 as per directions (Rate is inclusive of cost of materials and fixtures and conveyance of materials to work spot). - 10cms x 7.5cms ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.90 It.No.12.113.1 ) 90 12.113.1 Each 250.00 250.00 0.00 250.00
2 KSRB13-5 : Providing and fixing water meter with stop cock, jam nut, socket in G. I pipe line including cutting and threading the pipe and making long screws including cost of all materials, labour, HOM and testing complete as per specifications. Specification No.KBS 13.2.19/13.16(PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.93 It.No. 13.22 ) 93 13.22 Set 1320.00 0.00 1320.00 0.00 1320.00
89 KSRB13-6.1 Providing and fixing in position brass bib cock of approved quality 15mm dia nominal bore including cost of all materials, labour and HOM with all leads complete as per specifications. Specification No.KBS 13.2.2/13.3 (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.93 It.No. 13.23 ) 93 13.23 Each 190.00 0.00 190.00 0.00 190.00
89 KSRB 13-6.1-3: Providing and fixing in position brass bib cock of approved quality 25mm nominal bore including cost of materials, labour, HOM of equipments and testing complete as per Specifications.specificaltion No. KBS 13.2.19/13.16(PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.93 It.No. 13.25 ) 93 13.25 Each 236.00 0.00 236.00 0.00 236.00
89 KSRB 13-6.3-1: Providing and fixing in position brass gate valve with C.I wheel of approved quality (screwed end ) 15mm nominal bore including cost of materials, labour, HOM of equipments and testing complete as per specifications. specificaltion No. KBS 13.2.6/13.3 (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.93 It.No. 13.32 ) 93 13.32 Each 272.00 0.00 272.00 0.00 272.00
89 KSRB13-3.1: Providing and fixing in trenches galvanised / mild steel tubes (medium grade) 15mm dia nominal bore with all fittings (earth work in trenches to be measured and paid for separately) including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.14 / 13.6 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.92 It.No. 13.10 ) 92 13.10 Mtr 144.00 0.00 144.00 0.00 144.00
89 KSRB 13-6.4-1: Providing and fixing in position brass ball valve high or low pressure with plastic float of approved quality 15mm nominal bore including cost of materials, labour, HOM of equipments with all leads complete as per specifications. specificaltion No. KBS ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.94 It.No. 13.40 ) 94 13.40 Each 343.00 0.00 343.00 0.00 343.00
3 KSRB13-6.2 : Providing and fixing in position brass stop cock of approved quality nominal bore including cost of all materials, labour and HOM with all leads complete as per specifications. Specification No.KBS 13.2.2/13.3 - do -15 mm dia nominal bore (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.93 It.No. 13.26 ) 93 13.26 Each 141.00 0.00 141.00 0.00 141.00
4 KSRB 13-6.5-1: Providing and fixing in position 15mm nominal bore brass ferrule with C.I. mouth cover including boring and taping the main, cost of materials, labour, HOM of equipments with all leads complete as per specifications.specificaltion No. KBS 13.2.3/13.14 (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.94 It.No. 13.43 ) 94 13.43 Each 161.00 0.00 161.00 0.00 161.00
90 KSRB13-6.6-4 : Providing and fixing unplasticised PVC connection pipe with brass union 20mm nominal bore 450 mm length of PVC connection including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.94 It.No. 13.49 ) 94 13.49 Set 246.00 0.00 246.00 0.00 246.00
90 KSRB 13-6.7-1: Providing and fixing in position chromium plated brass shower rose with 15 or 20mm inlet 100mm dia including boring and taping the main, cost of materials, labour, HOM of equipments with all leads complete as per specifications.specificaltion No. KBS 13.2.16/13.3 (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.95 It.No. 13.50 ) 95 13.50 Each 707.00 0.00 707.00 0.00 707.00
90 KSRB 13-7.1-1: Providing and fixing in position 25mm nominal bore gun metal non-return valve horizontal type of approved make including boring and taping the main, cost of materials, labour, HOM of equipments with all leads complete as per specifications. specificaltion No. KBS 13.2.10/13.13 (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.95 It.No. 13.52 ) 95 13.52 No 587.00 0.00 587.00 0.00 587.00
90 KSRB 13-8.1: Providing and fixing to wall, ceiling and floor, medium density polyethylene pipes 6.00 Kgs/sq.cm working pressure 20mm outside dia with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor including including cost of materials, labour, HOM of equipments and testing complete as per specifications. specificaltion No. KBS 13.2.15/13.9 for internal water supply connection. -do- 63MM DIA PVC 6KGS/SQ.CM (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.96 It.No. 13.70.2 ) 96 13.70.2 m 297.00 0.00 297.00 0.00 297.00
90 KSRB 13-8.7: Providing and fixing to wall, ceiling and floor, medium density polyethylene pipes 6.00 Kgs/sq.cm working pressure 20mm outside dia with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor including including cost of materials, labour, HOM of equipments and testing complete as per specifications. specificaltion No. KBS 13.2.15/13.9 for internal water supply connection. -do- 75MM DIA PVC 6KGS/SQ.CM (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.96 It.No. 13.70.3 ) 96 13.70.3 m 326.00 0.00 326.00 0.00 326.00
91 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall) - 25mm nominal OD pipes ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.98 It.No. 13.85.3) 98 13.85.3 m 196.00 196.00 0.00 196.00
92 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall) - 40mm nominal OD pipes ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.98 It.No. 13.85.5 ) 98 13.85.5 m 337.00 337.00 0.00 337.00
93 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall) - 50mm nominal OD pipes ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.98 It.No. 13.85.6 ) 98 13.85.6 m 465.00 465.00 0.00 465.00
94 KSRB15-7 : Providing lime rendering for plastering to wall and ceiling, including cost of materials, labour, curing complete as per specifications. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.117 It.No.15.33 ) 117 15.33 Sqm 32.00 32.00 0.00 32.00
95 KSRB 15.10.3 Providing white washing to ceiling and / or sloping roof surface in two coats with lime of approved quality, to give an even shade including cost of materials, labour, complete as per specifications. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.117 It.No.15.40 ) 117 15.40 Sqm 13.00 0.00 13.00 0.00 13.00
96 KSRB 15-13.3 : Providing and applying two coats dry distemper of approved brand, and shade on wall surface including priming coat and whitening after throughly brooming the surface to remove all dirt, dust, mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete asper specifications. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.118 It.No.15.47.1 ) 118 15.47.1 Sqm 73.00 0.00 73.00 0.00 73.00
26 KSRB 15-14.1 : Providing and applying two coats with oil bound washable distemper of approved brand and shade on wall surface including priming coat with distemper primer after throughly brooming the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.119 It.No. 15.49.1) 119 15.49.1 Sqm 110.00 0.00 110.00 0.00 110.00
98 KSRB 15-15.1 : Providing and applying painting in two coats with plastic emulsion paint of approved brand on wall surface to give an even approved shade after thoroughly brushing the surface, free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete asper specifications.- with primer ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 119 It.No. 15.51.2) 119 15.51.2 Sqm 90.00 0.00 90.00 0.00 90.00
27 KSRB 15-16.1 : Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications. - with primer ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.120 It.No. 15.53.2) 120 15.53.2 Sqm 102.00 0.00 102.00 0.00 102.00
100 KSRB 15-17.2 : Applying priming coat over new wood surface and / or wood based surface after brushing with wood primer pink paint including preparing the surface after thoroughly cleaning oil, grease, dirt and foreign matter, sand papering and knotting ready mix paint including cost of materials, labour, complete as per specifications. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.120 It.No. 15.56) 120 15.56 Sqm 46.00 0.00 46.00 0.00 46.00
101 KSRB 15-17.6 : Providing and applying painting two coats (excluding priming coat ) on new wood surface and / or wood based surface with enamel paint to give an even shade, cleaning the surface of all dirt, dust and foreign matter, sand papering including cost of materials, labour, complete as per specifications. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 121 It.No. 15.60.1) 121 15.60.1 Sqm 97.00 0.00 97.00 0.00 97.00
28 KSRB 15-18.1 : Applying red lead ready mix priming coat over new steel or other metal surface including preparing the surface after throughly cleaning oil, grease, dirt and other foreign matter, and scoured with wire brushes, fine steel wool, sand papers including cost of materials, labour, complete as per specifications. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.123 It.No.15.73 ) 123 15.73 Sqm 41.00 0.00 41.00 0.00 41.00
29 KSRB 15-18.2 : Providing and applying enamel metal paint two coats (excluding priming coat) over new steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, labour, completeas per specifications. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.123 It.No. 15.74) 123 15.74 Sqm 95.00 0.00 95.00 0.00 95.00
104 KSRB 15-18.3 : Providing and applying enamel metal paint one coat (excluding priming coat ) on previously painted steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, labour, complete as per specifications. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 123 It.No. 15.75) 123 15.75 Sqm 61.00 0.00 61.00 0.00 61.00
30 KSRRB 800-1. Painting two coats after filling the surface with synthetic enamel paint in approved shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Chapter 8 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 180 It.No. 24.1) 180 24.1 Sqm 80.00 0.00 80.00 0.00 80.00
31 KSRRB M800 - Painting Letters - KSRRB M800-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 181 It.No. 24.7) 181 24.7 Sqm 82.00 0.00 82.00 0.00 82.00
31 KSRRBM800-9. Painting New Letter and Figures of any Shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“i) Hindi ( Matras commas and the like not to be measured and paid for half letter shall be counted as half)” MORTH Specification No. 803 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 181 It.No. 24.9) 181 24.9 cm 1.00 0.00 1.00 0.00 1.00
93 KSRB 13-6.3-1: Provding and fixing in position Brass gate valve with CI wheel of approved quality [screwed end] 25 mm nominal bore 94 13.34 Each 449.00 0.00 449.00 0.00 449.00
107 KSRB 13-11.1 : Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM of equipments and testing complete as per specifications.(For 1000 litre capacity) Specification No.KBS 13.22 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.96 It.No. 13.78) 96 13.78 No 6828.00 0.00 6828.00 0.00 6828.00
107 Providing and fixing gun metal wheel valve conforming to IS specification of approved make as per directions including all lead and lift etc., comlete. For 15mm dia (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.97 It.No. 13.79.1) 97 13.79.1 Each 395.00 0.00 395.00 0.00 395.00
107 Providing gun metal pillar cocks 15mm dia of 1 class confirming to ISI specifications and fixing them in position as per directions including of cost of materials and fixtures and conveyance to spot. (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.97 It.No. 13.80) 97 13.80 Each 242.00 0.00 242.00 0.00 242.00
108 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall) - 25mm nominal OD pipes ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.98 It.No.13.85.3 ) 98 13.85.3 m 196.00 0.00 196.00 0.00 196.00
108 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold Providing and fixing chlorinated poly venyl chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. (Concealed work including cutting and good the walls etc.) (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.99 It.No.13.86 ) 99 13.86 m
5 KSRB13-8 : Providing and fixing to wall, ceiling and floor, medium density polyethylene pipes 6.00 kgs/sq.cm working pressure of outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor including cost of all materials, labour charges, HOM and testing complete as per specifications. Specification No.KBS 13.2.15.1 I 13.9 for internal water supply connection((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 95 It.No.13.66. ) 95 13.66 m 107.00 107.00 0.00 107.00
6 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). - 15mm nominal OD pipes ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 99 It.No.13.87.1 ) 99 13.87.1 m 126.00 126.00 0.00 126.00
7 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). - 25mm nominal OD pipes ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 99 It.No.13.87.3 ) 99 13.87.3 m 179.00 179.00 0.00 179.00
8 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). - 62.50mm nominal OD pipes ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 99 It.No.13.87.7 ) 99 13.87.7 m 1800.00 1800.00 0.00 1800.00
9 KSRRB M200-13.1. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. II. By Mechanical Means. A. Cement Concrete Grade M-15 &M-20. (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 139 It.No.18.20) 139 18.20 Cum 390.00 390.00 0.00 390.00
10 KSRRB M2800-4. Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement / Epoxy complete as per specifications MORTH Specification No. 2800 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 250 It.No.33.4 ) 250 33.4 No 136.00 136.00 0.00 136.00
11 “KSRRB M2800-5.1. Sealing of cracks / porous concrete by injection process through nipples/Grouting complete as per Technical Specification A. Cement Grout” MORTH Specification No. 2806 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No. 250 It.No.33.5 ) 250 33.5 Kg 250.00 250.00 0.00 250.00
12 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.254 It.No.34.6 ) 0.00 0.00
32 Providing and laying reinforced cement concrete pipe NP2 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.255 It.No.34.7 ) 0.00 0.00
35 KSRRB M2700- Railing - KSRRB M2700-2. Construction of precast RCC railing of M-30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications complete as per specifications MORTH Specification No. 2703,1500,1600 & 1700 ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.247 It.No.32.2 ) 247 32.2 m 1782.00 0.00 1782.00 0.00 1782.00
36 Supplying and fixing M.S. Rectangular poles made out of 2 equal angles of 65x65x6 mm welded together and fixed in CC (1:2:4) WITH 2 NOS 16mm dia M.S. hold fast rods each of length 25 cms. Including cost of all materials cutting, bending scaffolding wherever necessary, nicely finishing the welded joints with all lead lifts and as per the directions of the Engineer-in - charge of the work and including providing 2 coats of approved quality paint over one coat of shop painting ( excluding cost of earthwork and concrete) ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.266 It.No.37.2 ) 266 37.2 Mtr 859.00 0.00 859.00 0.00 859.00
37 Providing chain link fencing 50mm size of 8 guage properly stretched between existing rectangular poles and fixed with suitable bolts & nuts, the free ends shall be welded to the pole and block pipe at top and bottom as required including cost of all materials, labour, lead and lifts and as per the directions of the Engineer-in-charge of work including two coats of approved quality paint over one coat of shop paint ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.266 It.No.37.3 ) 266 37.3 Sqm 715.00 0.00 715.00 0.00 715.00
38 Providing and fixing M.S. Block pipe of 38mm dia, of heavy guage of 14 including removing the bends, cutting the pipe, and fixing pipe in between the existing two verticle poles (M.S. rectangular poles) and spot welding the chain link with M.S. block pipe including cost of all materials wastage in cutting, and scaffolding wherever necessary with all lead and lift as directed by the Engineer-in-charge of work etc., complete including two coats of approved quality paint over one coat of shop paint. ((PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.266 It.No. 37.4) 266 37.4 Rmt 408.00 0.00 408.00 0.00 408.00
38 Providing two bulb underreemed pile foundation upto maximum 5m depth including hire charges of machineries digging the pile holes, labour charges and laying 20mm and down size jelly RCC M 20 keeping the reinforcement edge cutting etc., complete as per specifications. - 23cm dia (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.272 It.No. 37.63.1) 272 37.63.1 m 912.00 0.00 912.00 0.00 912.00
38 PROVIDING TRAPEZOIDAL PROFILED SHEET Providing and installing of preb painted Galvolume Iron Trapezoidal profiled sheet of approved make 1060 mm width(1000 m cover width), 28-30 mm crest height with crest distance of 200 mm c/c with 2 ribs at the center for stiffering. the total coated thickness (tct) of the sheet will be 0.47 mm +/- 0.02 mm tolerance zinc-alu alloy coating AZ 150 gsm as per astm 1397/a755-550 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and poluester top coat 20-22 microns using self drilling/self tapping screws of 25 mm length, to be fixed over the existing purlins, rafters, channels and trusses (PWP&IWTD CIRCLE BGM SR 2018-19 Pg.No.299 It.No. 38.30) 299 38.30 Sqm 770.00 0.00 770.00 0.00 770.00
128 Hinges 5" havey duty XV 390 Each 31.36 0.00 31.36 0.00 31.36
129 Handles powder coated 150mm XV 388 Each 50.85 0.00 50.85 0.00 50.85
130 Tower bolt 300mm long XVI 407 Each 101.69 0.00 101.69 0.00 101.69
133 Nails and Screws XVI 401 Kg 45.76 0.00 45.76 0.00 45.76
39 Providing and fixing MS rugs of 20 mm dia MS rod including cutting, bending, hooking and one coat of anticorrosive etc. complete with all lead and lift (PWP&IWTD CIRCLE BGM SR 2018-19 Pg. IX/232 ) IX 232 Tonne 33898.31 0.00 33898.31 0.00 33898.31
Assistant Executive Engineer Executive Engineer
RDW & S Sub Division B. Bagewadi RDW & S Division Vijayapur
Cleaning of Borewells
Sl. No Particulars No Measurements Units Rate (Rs) Amount (Rs.)
1 Cleaning of borewells including yield testing of Borewell either using slow or fast Rig for not more than two hours at the final depth with a minimum working of two hours continuously with air compressor or suitable pump as per specification including the cost of transportation charges crew charges, cost of consumables etc., complete.
(RWS Circle BGM SR 2019-20 P.No. I No. 13.05)
2 Hydrofacturing of 165 mm to 150 mm dia Borewell by using Hydrofracturing Unit using single packer with minimum of two fractures including transportation of unit supporting vehicle, crew charges, cost of consumables and yield testing of Borewell one hour at once before fracturing and the other after fracturing with in a radius of 50 Kms from taluk head quarters including supplying necessary water for fracturing etc., complete.
(RWS Circle BGM SR 2019-20 P.No. I No. 13.03)
GRAND TOTAL 42208.95
Section Officer Assistant Executive Engineer
RDW & S Sub Division B. Bagewadi RDW & S Sub Division B. Bagewadi
2 DRILLING OF BOREWELL -2 Nos 1
Sl. No. ITEM Unit No Length. QTY Rate (Rs) Amount (Rs)
1 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.141 It.No.13.01 ) 0
Above 50.00mtrs. and upto 100.00 mtrs Depth Rmtr 1 50.00 50.0 442.00 22100.00 464.1
Above 100.00mtrs. and upto 150.00 mtrs Depth Rmtr 1 50.00 50.0 456.00 22800.00 478.8
2 Supply of ISI Mark nominal bore, plain end steel casing pipe-grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest amendments, electrical resistance welded steel tube material and conforming to IS 1387- 1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5 to 7m. Both ends threaded conforming to IS 554-1985, one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes. All pipes shall be resonably free from defects. The tubes shall be resonably straight and should be with ISI marking weighing 25.10kg/m. (exclusive of all taxes and duties). Prices include Collar-Medium duty 175mm dia x 5.4mm thick (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 327 It.No.15.85 ) 0.00 0.00 0
3 Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 327 It.No.15.87 ) 0.00 0.00 0
Section Officer Assistant Executive Engineer
RDW & S Sub Division B. Bagewadi RDW & S Sub Division Ramdurg
2 Driling of Bore well Nos 2
Sl. No. ITEM Unit No Length. QTY Rate (Rs) Amount (Rs)
1 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.141 It.No.13.01 ) 0
Above 50.00mtrs. and upto 100.00 mtrs Depth Rmtr 2 50.00 100.0 442.00 44200.00 464.1
Above 100.00mtrs. and upto 150.00 mtrs Depth Rmtr 2 50.00 100.0 456.00 45600.00 478.8
Above 150.00mtrs. and upto200.00 mtrs Depth Rmtr 2 50.00 100.0 536.00 53600.00
Above 200.00mtrs. and upto 250.00 mtrs Depth Rmtr 2 10.00 20.0 634.00 12680.00
2 Supply of ISI Mark nominal bore, plain end steel casing pipe-grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest amendments, electrical resistance welded steel tube material and conforming to IS 1387- 1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5 to 7m. Both ends threaded conforming to IS 554-1985, one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes. All pipes shall be resonably free from defects. The tubes shall be resonably straight and should be with ISI marking weighing 25.10kg/m. (exclusive of all taxes and duties). Prices include Collar-Medium duty 175mm dia x 5.4mm thick (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 327 It.No.15.85 ) 0.00 0.00 0
3 Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 327 It.No.15.87 ) 0.00 0.00 0
Total 667980.00
Section Officer Assistant Executive Engineer
RDW & S Sub Division B. Bagewadi RDW & S Sub Division Ramdurg
2 Pumping Machinery at proposed Bore well-1
Sl. No. Description Unit Qty Rate / unit Amount (Rs)
1 Supplying & delivery to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034 3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, with necessary testing, testing shall confirm to latest eidition of IS & its amendmnents as per instructions of engineer incharge of work. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 119 It.No.12.02.2 f ) 4.00 HP - 90 LPM @ 88 m = 8 STG Outlet Dia - 2.00" Designed 18.00 HP Head 223.0 m Discharge 158.34 LPM No 1 60662.00 60662.00 199.80 34963.95 175.831202
2 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 122 It.No.12.03 ) 0.00
3 Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments (RDW&S CIRCLE BGM SR 2019-20 Pg.No.122 It.No.12.04 ) 0.00
4 Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 123 It.No.12.05 ) 0.00
5 Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 123 It.No.12.06 ) 0.00
6 Supply and delivery at site indoor type board consisting of two units of galvanized mild steel tubes heavy class (C-Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI mark suitable for (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 123 It.No.12.07 ) 0.00
7 Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.124 It.No.12.09 ) KVAR 3 450.00 1350.00 5.333333333
8 Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.124 It.No.12.10 ) 3 poles 1 1025.00 1025.00
9 Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collers,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 124 It.No.12.12 ) Rmt 205 498.00 102090.00 Supply and delivery of galvanized mild steel tubes heavy class (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-12.12.c]
10 Labour charges for Erection, Electrification and commissioning works of Pump sets including aligning and balancing with all necessary erection of materials and labour including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges, tools and equipments etc., involved in the job. as per specifications, with testing of as per instructions of engineer in-charge of work (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 124 It.No.12.16 ) Job 1 5650.00 5650.00
11 Labour charges for Erection of outdoor type panel board and meter board units with all necessary materials and labour tools and equipments including providing cement concrete foundation bed etc., complete. as per specifications, with testing of as per instructions of engineer in-charge of work (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 125 It.No.12.18 ) Job 1 1198.00 1198.00
12 Labour charges for Providing main connection from pole - PVC insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit, with all necessary materials and labour tools and equipments, as per specifications, with testing of as per instructions of engineer in-charge of work (RDW&S CIRCLE BGM SR 2019-20 Pg.No.125 It.No.12.19 ) 0.00
13 Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.125 It.No.12.20 ) Rmtr 20.0 123.00 2460.00
14 Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.125 It.No.12.21 ) Rmtr 10.0 70.00 700.00
15 Providing, Supplying and fixing LT cast iron pot heads suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps, bolts, nuts and washers etc. with all necessary materials and labour tools and equipments . as per specifications,with testing of as per instructions of engineer incharge of work (RDW&S CIRCLE BGM SR 2019-20 Pg.No.126 It.No.12.22 ) 0.00
16 Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 126 It.No.12.23 ) Job 1 3633.00 3633.00
Total 255270.00
Section Officer Assistant Executive Engineer
RDW & S Sub Division Ramdurg
Rising main Design Bore -1 to ELSR Rising main Design Bore -1 to ELSR
SL NO 75 90 75 90 110 SL NO DESCRIPTION RESULTS
1 Discharge in( LPS) 2.639 2.639 2.639 2.639 2.639 1 Design Population (2033)
2 Pumping Hours(hrs) 8 8 8 8 8 2 Per capita Demand (lpcd)
3 Value of HWC for pipe 140 140 140 140 140 3 Total Demand
4 Length of rising main,(m) 1210 1210 1210 1210 1210 4 Total Demand Considering losses 15%
5 Designed length of rising main,(m) 1210 1210 1331 1331 1331 5 Discharge in (lph) 9500
6 Loss per 1000m length,(m) 8.4085 3.4517 8.4085 3.4517 1.2796 6 Number of Hours of Pumping 8.00
7 Total friction loss,(m) & 10%Losess for Turns,Bends 11.1917 4.5942 11.1917 4.5942 1.7032 7 Discharge in (lps) 2.639
8 Delivery Head,(m)(pump level to FSL) 214.5300 214.5300 214.5300 214.5300 214.5300 8 C=Hazen Williams Constant for Pipe material 140
9 Suction Head,(m) 0.0000 0.0000 0.0000 0.0000 0.0000 9 Total Length of rising main (m) 1210
10 Residual Head,(m) 3.0000 3.0000 3.0000 3.0000 3.0000 10 Suction head 0.00
12 BHP (45% EFFICIENCY) 13.4133 13.0263 17.8843 17.3685 17.1424 12 RH=Residual Head ( m) 3.00
14 Cost of pumping machinery at Rs. 4000 per BHP 40239.78 39079.05 71537.38 69473.86 68569.64 14 FSL of oht 579.405
15 Total Energy charges per year (0.746*8*365*hp*Energy Charges) 17531.02 17025.33 120769.26 117285.63 115759.13
16 M&R Depreciation Charges(at 7.5%of item14) 3017.98 2930.93 5365.30 5210.54 5142.72
21 Grand total of capitalised cost for 10 years 239824.42 256601.61 1103875.07 1152021.24 1113837.41 1210
From the table it is seen that the most economical size of rising main is 90 mm dia 1410
WATER HAMMER DESIGN FOR RISING MAIN
SL NO DESCRIPTION 75 90 75 90 110 C 140
1 Dia(mm)(inner dia) 69.3 83.2 69.30 83.20 102.00 Q 2.639 SINGLE WALL THICK- 6 KSC IN MM
2 Type of pipe P.V.C P.V.C P.V.C P.V.C P.V.C L 1210
3 Class of pipe 6 KSC 6 KSC 6 KSC 6 KSC 6 KSC T 8.00 DIA THICKNESS
11 Velocity(m/s) 0.700 0.4853528746 0.70 0.49 0.32 Pipe,Mat P.V.C
WATER HAMMER DESIGN FOR RISING MAIN
14 (1) Design Pressure= StaticHead+ Water Hammer Head 54.86 47.43 57.86 50.43 44.63
16 Design Head (m) #REF! #REF! 57.86 50.43 44.63
17 Total Pressure (Ksc) #REF! #REF! 5.79 5.04 4.46
18 Required Pressure Class of Pipe 6 Ksc 6 Ksc 6 KSC 6 KSC 6 KSC
Based on economical & Water hammer analysis Provide 90 mm P.V.C pipe of 6 Ksc
Based on economical section and water hammer design class of pipe and HP adopted is as follows 1) Rising main - 90 mm dia 6 KSC for a length of 1210.0 Mters 2) Pumping machinery - Centrifugal pump set - 18 HP Discharge - 2.639 LPS, Head -223.0 mtr.
Rising main Design Bore -2 to ELSR Rising main Design Bore -2 to ELSR
SL NO 75 90 75 90 110 SL NO DESCRIPTION RESULTS
1 Discharge in( LPS) 2.875 2.875 2.875 2.875 2.875 1 Design Population (2033)
2 Pumping Hours(hrs) 8 8 8 8 8 2 Per capita Demand (lpcd)
3 Value of HWC for pipe 140 140 140 140 140 3 Total Demand
4 Length of rising main,(m) 1410 1410 1410 1410 1410 4 Total Demand Considering losses 15%
5 Designed length of rising main,(m) 1410 1410 1551 1551 1551 5 Discharge in (lph) 10350
6 Loss per 1000m length,(m) 9.8540 4.0450 9.8540 4.0450 1.4996 6 Number of Hours of Pumping 8.00
7 Total friction loss,(m) & 10%Losess for Turns,Bends 15.2835 6.2738 15.2835 6.2738 2.3259 7 Discharge in (lps) 2.875
8 Delivery Head,(m)(pump level to FSL) 213.1680 213.1680 213.1680 213.1680 213.1680 8 C=Hazen Williams Constant for Pipe material 140
9 Suction Head,(m) 0.0000 0.0000 0.0000 0.0000 0.0000 9 Total Length of rising main (m) 1410
10 Residual Head,(m) 3.0000 3.0000 3.0000 3.0000 3.0000 10 Suction head 0.00
12 BHP (45% EFFICIENCY) 14.7872 14.2116 19.7162 18.9487 18.6124 12 RH=Residual Head ( m) 3.00
14 Cost of pumping machinery at Rs. 4000 per BHP 44361.53 42634.68 78864.95 75794.99 74449.76 14 FSL of oht 578.043
15 Total Energy charges per year (0.746*8*365*hp*Energy Charges) 19326.72 18574.40 133139.65 127956.95 125685.93
16 M&R Depreciation Charges(at 7.5%of item14) 3327.12 3197.60 5914.87 5684.62 5583.73
21 Grand total of capitalised cost for 10 years 268299.10 286197.26 1228825.49 1276420.58 1228196.74 1210
From the table it is seen that the most economical size of rising main is 90 mm dia 1410
WATER HAMMER DESIGN FOR RISING MAIN
SL NO DESCRIPTION 75 90 75 90 110 C 140
1 Dia(mm)(inner dia) 69.3 83.2 69.30 83.20 102.00 Q 2.875 SINGLE WALL THICK- 6 KSC IN MM
2 Type of pipe P.V.C P.V.C P.V.C P.V.C P.V.C L 1410
3 Class of pipe 6 KSC 6 KSC 6 KSC 6 KSC 6 KSC T 8.00 DIA THICKNESS
11 Velocity(m/s) 0.762 0.528756921 0.76 0.53 0.35 Pipe,Mat P.V.C
WATER HAMMER DESIGN FOR RISING MAIN
14 (1) Design Pressure= StaticHead+ Water Hammer Head 55.65 47.55 58.65 50.55 44.24
16 Design Head (m) #REF! #REF! 58.65 50.55 44.24
17 Total Pressure (Ksc) #REF! #REF! 5.86 5.06 4.42
18 Required Pressure Class of Pipe 6 Ksc 6 Ksc 6 KSC 6 KSC 6 KSC
Based on economical & Water hammer analysis Provide 90 mm P.V.C pipe of 6 Ksc
Based on economical section and water hammer design class of pipe and HP adopted is as follows 1) Rising main - 90 mm dia 6 KSC for a length of 1410.0 Mters 2) Pumping machinery - Centrifugal pump set - 19 HP Discharge - 2.875 LPS, Head -223.0 mtr.
1 CONSTRUCTION OF ELSR 50000 ltr. 9.00 m STAGING
Sl. No. Description Unit No L B D Qty Rate (Rs) Amount (Rs)
1 Earth work in excavation of foundation of structures upto 3 m depth as per drawing and technical specification, including setting out, providing shoring,strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead, including cost of labour, materials and HOM of machineries, etc., complete. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-2.09] 0.00
i) In ordinary/Hard soil Cum 60.00% 44.43 52.00 2310.31 27.5 54.6
ii) In Hard rock with Blasting Cum 40.00% 29.62 741.00 21947.92 70.35
2 Providing and laying in position plain cement concrete of grade M 15 with OPC cement @ 240kgs, with 40mm 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, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.41] 0.00
3 Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.7 cum and fine aggregates @ 0.47 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete for R. rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges) [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.43] 0.00
iii Columns below GL Cum 6.00 0.30 0.30 1.45 0.78 0.00
4 Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.7 cum and fine aggregates @ 0.47 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc.,complete as per design and specification for staging, columns and braces above ground level (exclusive of cost of steel and fabrication charges) [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.47.3] 0.00
i Columns (Ht = 6.00 Stg - beam depth 0.45 ) Cum 6.00 0.30 0.30 8.40 4.54 0.00
5 Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification and giving satisfactory water proof test including construction joints wherever necessary as per the directions of the departmental Officers complete for ring beam, side walls, bottom dome or bottom slab, shell portion and bottom ribs (exclusive of cost of steel and fabrication charges and jointing materials) [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.52.3] 0.00
ii Bottom slab Cum 0.7855 5.30 5.30 0.35 7.72 0.00
iii Landing at bottom slab Level Cum 3.142 5.90 0.60 0.125 1.39 0.00
iv Cylindrical wall (L=perimeter @ center) Cum 3.142 5.15 0.15 2.85 6.92 0.00
v Railing Columns @ 2 mtrs apart for landing Cum 11.00 0.15 0.15 0.90 0.22 0.00
6 Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., completeas per design and specifications etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges) [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.56.3] 0.00
i Top ring beam Cum 3.142 5.20 0.20 0.20 0.65 0.00
iii Crown Beam Cum 3.142 0.75 0.15 0.15 0.05 0.00
iv Raling Columns @ 2mtrs apart for landing Cum 12.00 0.15 0.15 0.90 0.24 0.00
v For landings Cum 3.00 0.90 0.75 0.15 0.30 0.00
For landing beam Cum 3.00 0.90 0.30 0.15 0.12 0.00
Deductions 0.00 0.00
7 Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.59.1] 0.00
8 Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of following size and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with all lead and lift etc., complete. 65x65x8mm angle iron frame. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.62] 0.00
9 Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.63] 0.00
inside container Rmtr 1 4 4 3099.00 12396.00 3253.95
10 Providing and constructing RCC hexagonal ventilator finial for RCC over head tank the finial to be constructed with CC (M-20) proportion using 20mm and down size jelly with reinforcement using 6mm dia., M.S. rods 4 nos., for each of the pillars both ways for full width of doom at 12cm c/c, the ventilator to be of 0.45 M x 0.5 M size provided with 25mm x 25mm x 5mm M.S. frame welded with diamond mesh to its full width and depth fully covered with aluminium mosquito mesh finished smooth with CM 1:3 proportion to required shape and size and ornamental finish including two coats of anti-corrosive paint for frame and mesh and two coats of cement paint matching to over head tank etc., complete. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.65] 0.00
11 Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.) [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.66] 0.00
12 Supplying, and Fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc complete [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-10.18] 0.00
i 100 mm dia CI puddle flange Nos 4.00 4.00 3172.00 12688.00 2647
13 Supplying,,laying of CI flanged pipe true to line/hoisting of CI flanged pipe confirming to IS 7181-1986 with latest amendments in position and aligning to correct plumb including cost of jointing material,conveying to work spot with all lead and lifts etc complete [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-10.17] 0.00
i 100 mm dia for inlet Pipe Rmt 1.00 13.00 13.00
ii 100 mm dia for over flow Rmt 1.00 14.00 14.00
iii 100mm dia for oulet Rmt 1.00 10.00 10.00
iv 100 mm dia for scour Rmt 1.00 10.00 10.00
14 Providing 80 mm dia CI bank flange confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-15.55]
i 100 mm dia CI blank flange Nos 1.00 1.00 250.00 250.00 200
15 Providing 80 mm dia Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-15.57]
i 100 mm dia CI Bell mouthed pipe Nos 1.00 1.00 420.00 420.00 320
16 Providing 80 mm dia Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-15.58]
i 100 mm dia CI Duck foot bend Nos 4.00 4.00 420.00 1680.00 350
17 Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-15.107] 0.00
CI sluice valves Body and seat ring bronze PN 1.0 confirming to IS 14846 0.00
i Scour Valve 100 mm dia Nos 4.00 4.00 10838.00 43352.00 8552
18 Providing and fixing enameled gauge plate 3 mm thick, 0.23 M wide with plastic float thick plastic indicator and flexible nylon wire etc., complete to 2.50 M height. Note : Providing and fixing enameled gauge plate 3 mm thick, 0.23 M wide For Every additional 0.50M [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.67] 0.00
19 Providing 2 coats of Snowcem/Water-proof cement paint of approved colour and shade over one coat of primer including curing etc., complete for RCC over head tank. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.70] 0.00
i Top Dome outside Sqm 2.00 3.14 4.95 1.00 31.11 0.00
ii Top Ring beam Sqm 3.142 5.40 0.20 3.39 0.00
iii Cyclindrical Walls outside Sqm 3.142 5.30 2.65 44.13 0.00
iv Bottom Slab inside Sqm 0.7855 4.80 4.8 18.10 0.00
v Bottom Ring Beam Outside Sqm 3.142 5.30 0.25 4.16 0.00 13 130000
vi Landing at the top of spiral stair Sqm 1 1.35 0.75 --- 1.01 0.00 13000
viii Columns Sqm 6 8.40 1.20 --- 60.48 0.00
x Railings columns Sqm 23.00 3.14 0.15 0.90 9.76 0.00
20 Painting two coats on new concrete surface :Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Specification No 803 [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-15.103] 0.00
21 Painting New Letter and Figures of any Shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“i) Hindi ( Matras commas and the like not to be measured and paid for half letter shall be counted as half) “ MORTH Specification No. 803 [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-15.104] 0.00
22 Providing & fixing copper lightning arrester with five spikes and 20mm dia copper tube or suitable length of aluminium strip of spike 25mmx3mm including grounding as per specification. The aluminium strip is to be encased in G.I. conduct pipe or 40mm dia., 6.8 M long suitably joined by collar with all specials, fixed to one of the columns etc., complete up to 9.0 M staging. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.72] 0.00
23 Providing & fixing G.I. pipe railing of 32mm dia.,G.I. pipe B-class in two rows of roof dome flat slab of landing of elevated storage reservoir including cutting, welding, threading, painting, embedding in C.M. pillars with all lead and lifts etc., complete. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.64] 0.00
for bottom landing Rmt 3.14 6.50 --- 20.42 0.00
for top landing Rmt 3.14 5.40 16.97 0.00
24 Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller) Note: Add Rs. 203.00 / cum for earth obtained from borrow pits. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-2.25] 0.00
For refilling Total Excavation Qty : 74.05 0.00
Ded. PCC qty: 3.43 0.00
Ded. Raft, Raft beam and Col Below GLqty: 6.89 0.00
Ded. Plinth Beam Qty : 1.35 0.00
25 Valve chamber 1.0X1.0 m sub estimate 4No's 18961.00 75844.00
Total 1292057.65
Section Officer Assistant Executive Engineer
RDW & S Sub Division Ramdurg RDW & S Sub Division Ramdurg
3 Pumping Machinery at proposed Bore well- 2
Sl. No. Description Unit Qty Rate / unit Amount (Rs)
1 Supplying & delivery to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034 3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, with necessary testing, testing shall confirm to latest eidition of IS & its amendmnents as per instructions of engineer incharge of work. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 119 It.No.12.02.2 f ) 4.00 HP - 90 LPM @ 88 m = 8 STG Outlet Dia - 2.00" Designed 18.00 HP Head 223.0 m Discharge 172.50 LPM No 1 60662.00 60662.00 199.80 34963.95 175.831202
2 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 122 It.No.12.03 ) 0.00
3 Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments (RDW&S CIRCLE BGM SR 2019-20 Pg.No.122 It.No.12.04 ) 0.00
4 Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 123 It.No.12.05 ) 0.00
5 Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 123 It.No.12.06 ) 0.00
6 Supply and delivery at site indoor type board consisting of two units of galvanized mild steel tubes heavy class (C-Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI mark suitable for (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 123 It.No.12.07 ) 0.00
7 Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.124 It.No.12.09 ) KVAR 3 450.00 1350.00 5.333333333
8 Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.124 It.No.12.10 ) 3 poles 1 1025.00 1025.00
9 Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collers,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 124 It.No.12.12 ) Rmt 205 498.00 102090.00 Supply and delivery of galvanized mild steel tubes heavy class (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-12.12.c]
10 Labour charges for Erection, Electrification and commissioning works of Pump sets including aligning and balancing with all necessary erection of materials and labour including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges, tools and equipments etc., involved in the job. as per specifications, with testing of as per instructions of engineer in-charge of work (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 124 It.No.12.16 ) Job 1 5650.00 5650.00
11 Labour charges for Erection of outdoor type panel board and meter board units with all necessary materials and labour tools and equipments including providing cement concrete foundation bed etc., complete. as per specifications, with testing of as per instructions of engineer in-charge of work (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 125 It.No.12.18 ) Job 1 1198.00 1198.00
12 Labour charges for Providing main connection from pole - PVC insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit, with all necessary materials and labour tools and equipments, as per specifications, with testing of as per instructions of engineer in-charge of work (RDW&S CIRCLE BGM SR 2019-20 Pg.No.125 It.No.12.19 ) 0.00
13 Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.125 It.No.12.20 ) Rmtr 20.0 123.00 2460.00
14 Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.125 It.No.12.21 ) Rmtr 10.0 70.00 700.00
15 Providing, Supplying and fixing LT cast iron pot heads suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps, bolts, nuts and washers etc. with all necessary materials and labour tools and equipments . as per specifications,with testing of as per instructions of engineer incharge of work (RDW&S CIRCLE BGM SR 2019-20 Pg.No.126 It.No.12.22 ) 0.00
16 Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 126 It.No.12.23 ) Job 1 3633.00 3633.00
Total 255270.00
Section Officer Assistant Executive Engineer
RDW & S Sub Division Ramdurg
4 Rising main line [from Bore well to Existing ELSR
Rising main from MVS to ELSR 90 mm 1210.00 PVC 10 KSC PVC
90 mm 1410.00 PVC 10 KSC PVC
Total Length in Mtrs 2620.00
Sl. No. ITEM No L W D Qty Unit Rate (Rs) Amount (Rs)
1 Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 11 It.No.2.22)
30% Manual Means 1 750.00 0.60 1.00 450.00 Cum
Deduct quantity of road cutting as per item No.3 -0.48 Cum
a) In Ordinary soil Hard soil 85.00% 382.09 Cum 262.00 100107.58
2 Earth work excavatoin for water Supply & Sanitary lines, Electrical conduits either in pits or pipe line trenches (upto 600mm Trench width) as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 mm whevere necessary removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench, including backfilling the excavated earth to the extent required and utilising the remaining available excavated earth locally for the work. in the following strata classifications by Mechanical Means (RDW&S CIRCLE BGM SR 2019-20 Pg.No. It.No.2.23) 0.00
Mechanical Means 1 1870.00 0.60 1.00 1122.00 Cum 0.00
a) In Ordinary soil Hard soil 85.00% 953.70 Cum 130.00 123981.00
3 Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 12 It.No.2.26) 0.00
Cutting in Cement concrete road surface 1 4.00 0.60 0.100 0.24 Cum 1106.00 265.44 3200.00
Cutting in Asphalt road surface 1 4.00 0.60 0.100 0.24 Cum 542.00 130.08 100.00
cutting in Macadam road surface 1 0.60 0.15 0.00 Cum 346.00 0.00
Total Quantity 0.48 0.00
4 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.86 It.No.10.01 ) 0.00
5 Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.90 It.No.10.04 )
5 Giving hydraulic test for C.I. / R.C.C. / P.V.C. / H.D.P.E/ D.I /A.C. pipelines to the pressure equal to two times the working pressure including cost of supply of water. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-10.07 0.00 0.00
upto 80mm dia 1 0.00 Rmtrs 4.60 0.00
100mm dia to 150mm dia 1 0.00 0.00 Rmtrs 7.00 0.00
150mm dia to 120mm dia 1 0.00 Rmtrs 9.30 0.00
6 Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.322 It.No.15.107 ) 0.00
For scour /Sluice valve 0.00 #REF! 0
7 Supplying and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, Should be suppied with support tile I (FSL, FSS ,SI) ,Should be able to receive class AA traffic loads (KUWS&DB SR 2018-19 Pg No.23 It No.20 ) 0.00
8 Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller) (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 12 It.No.2.25 ) 0.00
Excavated Qty 1 449.52 449.52 0.00
Net quantity 449.52 Cum 103.00 46300.56
10 Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, 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. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 22 It.No.4.03 ) 0.00
11 Construction of RCC Valve chamber for sluice valve as per drawing, design and specifications as directed by the Engineer incharge (as per typical estimateen closed) 0.00
GRAND TOTAL 1281371.85
Section Officer Assistant Executive Engineer
RDW & S Sub Division B. Bagewadi RDW & S Sub Division B. Bagewadi
3A Sub Estimate For Repairs to existing ELSR 150000 Ltrs 7.5.0 M Staging
S.No Description Unit No L B D Qty Rate Amount
1 Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete (RDW&S CIRCLE BGM SR 2019-20 Pg.No.38 It.No.4.63 ) 0.00
inside container Rmtr 1 NO 4.00 4.50 3253.95 14642.78
y Providing and fixing plaster mesh 200mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120gms per sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost ofmaterials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment ) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.75 It No. 9.32) 0.00
For side wall mtr 3.142 5 3 47.13 0.00
3 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 etc., complete as per specification 0.00
For Botom Slab Sqmtr 3.142 2.67 0.9 2 16.78
Conical Portion Sqmtr 3.142 5.81 1.92 1 18.26
Middle Ringbeam Sqmtr 3.142 7.25 0.3 1 22.78
For side wall Sqmtr 3.142 7.15 3.30 74.14 0.00 Bottom Slab 2X3.142X2.67X0.9X0.175 2.64
For outside container Sqmtr 3.142 7.3 3.30 75.69 0.00 conical portion 3.142x5.81x0.20x1.92 7.30
0.00 Middle Ring Beam 3.142 x 7.25 x 0.3 x 0.3 2.05
4 Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.39 It.No.4.66 ) 0.00 .
5 Providing 2 coats of snowcem /Water-proof cement paint painting over one coat of primer including scrapping the exposed faces, removing loose plastering, removal of vegetations, fungus, cleaning the surface, replastering wherever required in CM 1:3 to the required shape with necessary scaffolding & curing etc., (Including cost of materials). (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 39 It.No.4.71 ) 0.00
a Top Dome outside Sqm 2.00 3.14 7.30 0.90 41.29 0.00 a Top Dome outside Sqm 1.00 2x3.142x7.3x0.9 41.29
b Top Ring beam Sqm 1.00 3.14 7.40 0.20 4.65 0.00 b Top Ring beam Sqm 1.00 3.142x7.4x0.20 5.81
c Cyclindrical Walls outside Sqm 1.00 3.14 7.30 3.30 75.69 0.00 c Walls outside Sqm 1.00 3.142x7.3x3.3 75.69
d Conical Portion Sqm 1.00 3.14 5.80 1.92 34.99
d Conical wall portion Sqm 1.00 3.142x5.8x1.92 34.99
e Bottom Ring Beam Outside Sqm 2.00 3.14 2.61 0.84 13.78 0.00 e Bottom Slab outside Sqm 1.00 2x3.142x2.61x0.84 13.78
Middle ring beam Sqm 1 3.14 7.50 0.125 2.95
Bottom ring Beam (Inner face) Sqm 1 3.14 4.00 0.300 3.77 3.77
Walk way Sqm 1 3.14 8.50 0.60 16.02 0.00 Bottom ring Beam (Inner face) Sqm 1.00 3.142x4.0x0.3 3.77
g Columns Sqm 6 4 0.30 7.50 54.00 0.00 g Columns Sqm 6.00 4x0.3x14.40 103.68
I Railings columns Sqm 25 3.14 0.15 0.90 10.60 0.00 I Railings Sqm 25.00 4x0.15x0.9 13.50
6 Painting two coats on new concrete surface :Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Specification No 803 (RDW&S CIRCLE BGM SR 2019-20 Pg.No.330 It.No.15.103 ) 0.00
7 Painting New Letter and Figures of any Shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“i) Hindi (Matras commas and the like not to be measured and paid for half letter shall be counted as half) “ MORTH Specification No. 803 (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 331 It.No.15.104 ) 0.00
8 Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.322 It.No.15.107 ) 0.00
Sluice Valve 80 mm FOR ELSR -3 Nos 1 1.00 8552.00 8552.00
i Sluice Valve 100 mm FOR ELSR -3 Nos 1 1.00 10838.00 10838.00
ii Sluice Valve 150 mm FOR ELSR -3 Nos 1 1.00 18965.00 18965.00
9 Valve chamber 1.0X1.0 m sub estimate 3.00 18961.00 56883.00
Total 265915.48
Section Officer Assistant Executive Engineer
RDW & S Sub Division Ramdurg RDW & S Sub Division Ramdurg
3A Sub Estimate For Repairs to existing GLSR 50000 Ltrs
S.No Description Unit No L B D Qty Rate Amount
1 Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete (RDW&S CIRCLE BGM SR 2019-20 Pg.No.38 It.No.4.63 ) 0.00
inside container Rmtr 1 NO 3.50 3.50 3253.95 11389.00
2 Providing and fixing plaster mesh 200mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120gms per sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost ofmaterials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment ) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.75 It No. 9.32) 0.00
For side wall mtr 3.142 5 2.5 39.28 0.00
3 Providing rough cement plastering 15mm thick in single coat with cement mortar 1:4, to brick masonry for base of dadooing works with sand of approved quality, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications 0.00 .
3 Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.39 It.No.4.66 ) 0.00 .
4 Providing 2 coats of snowcem /Water-proof cement paint painting over one coat of primer including scrapping the exposed faces, removing loose plastering, removal of vegetations, fungus, cleaning the surface, replastering wherever required in CM 1:3 to the required shape with necessary scaffolding & curing etc., (Including cost of materials). (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 39 It.No.4.71 )
5 Painting two coats on new concrete surface :Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Specification No 803 (RDW&S CIRCLE BGM SR 2019-20 Pg.No.330 It.No.15.103 ) 0.00
6 Painting New Letter and Figures of any Shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“i) Hindi (Matras commas and the like not to be measured and paid for half letter shall be counted as half) “ MORTH Specification No. 803 (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 331 It.No.15.104 ) 0.00
7 Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.322 It.No.15.107 ) 0.00
i Sluice Valve 80 mm FOR elsr -1 Nos 2 2.00 8979.60 17959.20
ELSR No 1 59139.20
Section Officer Assistant Executive Engineer
RDW & S Sub Division Ramdurg RDW & S Sub Division Ramdurg
1 Construction of ELSR 100000 ltr.9.0 m staging ( Devalatti) REVISED ESTIMATE NEW SR RDW&S 2018-19
Sl. No. Description Unit No L B D Qty Rate (Rs) Amount (Rs)
1 Earth work in excavation of foundation of structures upto 3 m depth as per drawing and technical specification, including setting out, providing shoring,strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead, including cost of labour, materials and HOM of machineries, etc., complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 9 It.No.2.09 ) 0.00 3212
Foundation of ELSR Cum 0.7855 7.024 7.024 2.40 93.01 6424 7024
Ordinary/Hard soil 30% 27.90 52.00 1451.00 0.01451
In Ordinary rock (without blasting) 70% 65.11 67.00 4362.00 0.04362
2 Providing and laying in position plain cement concrete of grade M 15 with OPC cement @ 240kgs, with 40mm 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, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 30 It.No.4.41 ) 0.00 0
3 Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.7 cum and fine aggregates @ 0.47 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete for R. rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.30 It.No.4.43 ) 0.00 0 1.625
4 Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification for staging, columns and braces above ground level (exclusive of cost of steel and fabrication charges) Staging -9.0Mtr (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 32 It.No.4.48 ) 0.00 0
i Columns below GL Cum 6.00 0.375 0.375 1.65 1.39 0.00 0
ii Columns (Ht = 9.00 Stg - beam depth 0.60 ) Cum 6.00 0.375 0.375 8.40 7.09 0.00 0
iv Railing Columns @ 2 mtrs apart for landing Cum 6.00 0.15 0.15 0.90 0.12 0.00 0
5 Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification and giving satisfactory water proof test including construction joints wherever necessary as per the directions of the departmental Officers complete for ring beam, side walls, bottom dome or bottom slab, shell portion and bottom ribs (exclusive of cost of steel and fabrication charges and jointing materials) Staging - 9.0 Mtr (RDW&S CIRCLE BGM SR 2019-20 Pg.No.34 It.No.4.52 ) 0.00 0
iii Landing at bottom slab Level Cum 3.142 7.10 0.90 0.125 2.51 0.00 0
iv Cylindrical wall (L=perimeter @ center) Cum 3.142 6.35 0.15 3.65 10.92 0.00 0 500000 10000
v Railing Columns @ 2 mtrs apart for landing Cum 13.00 0.15 0.15 0.90 0.26 0.00 0
6 Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., completeas per design and specifications etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges) Staging - 9.0 Mtr (RDW&S CIRCLE BGM SR 2019-20 Pg.No.36 It.No.4.56 ) 0.00 0
e) Raling Columns @ 2mtrs apart for landing Cum 12.00 0.15 0.15 0.90 0.24 0.00 0
iv Landing beam Cum 3.00 1.50 0.30 0.38 0.51 0.00 0
v Landing slab Cum 3.00 1.20 1.20 0.15 0.65 0.00 0
Deductions 0.00 0
7 Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications. TMT bars Fe 500 (RDW&S CIRCLE BGM SR 2019-20 Pg.No.38 It.No.4.59.1 ) 0.00
8 Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of following size and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with all lead and lift etc., complete. 65x65x8mm angle iron frame. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.38 It.No.4.62 ) 0.00 Providing RCC spiral stair case as per for 12.00 mtr staging as design drawing and specification as directed by Engineer - in- charge ( As per typical estimate enclosed)
9 Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete (RDW&S CIRCLE BGM SR 2019-20 Pg.No.38 It.No.4.63 ) 0.00 0
inside container Rmtr 1 NO 4.00 4.00 3099.00 12396.00 0.12396
10 Providing & fixing G.I. pipe railing of 32mm dia.,G.I. pipe B-class in two rows of roof dome flat slab of landing of elevated storage reservoir including cutting, welding, threading, painting, embedding in C.M. pillars with all lead and lifts etc., complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 38 It.No.4.64 ) 0.00 0
for bottom landing Rmt 3.14 7.70 --- 24.19 0.00 0
for top landing Rmt 3.14 6.60 20.74 0.00 0
for ladder Rmt 2.00 18.00 36.00 0.00 0
11 Providing and constructing RCC hexagonal ventilator finial for RCC over head tank the finial to be constructed with CC (M-20) proportion using 20mm and down size jelly with reinforcement using 6mm dia., M.S. rods 4 nos., for each of the pillars both ways for full width of doom at 12cm c/c, the ventilator to be of 0.45 M x 0.5 M size provided with 25mm x 25mm x 5mm M.S. frame welded with diamond mesh to its full width and depth fully covered with aluminium mosquito mesh finished smooth with CM 1:3 proportion to required shape and size and ornamental finish including two coats of anti-corrosive paint for frame and mesh and two coats of cement paint matching to over head tank etc., complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.39 It.No.4.65 ) 0.00 0
12 Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.39 It.No.4.66 ) 0.00 0
13 Supplying, and Fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc complete (RDW&S CIRCLE BGM SR 2019-20 Pg.No.94 It.No.10.18 ) 0.00 0
14 Supplying,,laying of CI flanged pipe true to line/hoisting of CI flanged pipe confirming to IS 7181-1986 with latest amendments in position and aligning to correct plumb including cost of jointing material,conveying to work spot with all lead and lifts etc complete (RDW&S CIRCLE BGM SR 2019-20 Pg.No.93 It.No.10.17 ) 0.00 0
ii 100 mm for inlet over flow Rmt 1.00 16.00 16.00 2399.00 38384.00 0.38384
15 Providing CI bank flange confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.317 It.No.15.55 ) 0.00
i 100 mm dia CI bank flange Nos 1.00 1.00 200.00 200.00
16 Providing Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.318 It.No.15.57 ) 0.00
i 100 mm dia CI Bell mouth Nos 1.00 1.00 320.00 320.00
17 Providing Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 318 It.No.15.58 ) 0.00
18 Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.322 It.No.15.107 ) 0.00 0
ii For inlet/overflow 100 mm Nos 2.00 2.00 10838.00 21676.00 0.21676
iii Scour Valve 80 mm dia Nos 1.00 1.00 8552.00 8552.00 0.08552
19 Providing and fixing enameled gauge plate 3 mm thick, 0.23 M wide with plastic float thick plastic indicator and flexible nylon wire etc., complete to 2.50 M height. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 39 It.No.4.67 ) 0.00 0
20 Providing 2 coats of Snowcem/Water-proof cement paint of approved colour and shade over one coat of primer including curing etc., complete for RCC over head tank. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 39 It.No.4.70 ) 0.00 0
a Top Dome outside Sqm 2.00 3.14 4.64 1.00 58.32 0.00 0
b Top Ring beam Sqm 3.142 6.60 0.20 4.15 0.00 0
c Cyclindrical Walls outside Sqm 3.142 6.50 3.65 74.54 0.00 0
d Bottom Slab inside Sqm 0.7855 4.75 4.750 17.72 0.00 0
e Bottom Ring Beam Outside Sqm 3.142 5.35 0.25 4.20 0.00 0
f Landing beam Sqm 3 1.20 0.60 --- 2.16 0.00 0
I Railings columns Sqm 25.00 3.14 0.15 0.90 10.60 0.00 0
21 Painting two coats on new concrete surface :Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Specification No 803 (RDW&S CIRCLE BGM SR 2019-20 Pg.No.330 It.No.15.103 ) 0.00 0
22 Painting New Letter and Figures of any Shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“i) Hindi (Matras commas and the like not to be measured and paid for half letter shall be counted as half) “ MORTH Specification No. 803 (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 331 It.No.15.104 ) 0.00 0
23 Providing & fixing copper lightning arrester with five spikes and 20mm dia copper tube or suitable length of aluminium strip of spike 25mmx3mm including grounding as per specification. The aluminium strip is to be encased in G.I. conduct pipe or 40mm dia., 6.8 M long suitably joined by collar with all specials, fixed to one of the columns etc., complete up to 6 M staging. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 40 It.No.4.72 ) 0.00 0
24 Providing murrum or gravel bedding for the pipeline including watering and consolidation by punners etc. complete with all lead and lift. (in black cotton soil and rock reaches). (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 12 It.No.2.27 ) 0.00 0
For refilling with gravel Cum Total Excavation Qty : 93.01 0.00 0
ELSR portion level up to plinth beam top Cum 3.1420 5.50 5.50 0.20 19.01 0.00
Cum Ded. PCC qty: -4.86 0.00 0
Cum Ded. Raft, Raft beam and Col Below GLqty: -10.75 0.00 0
Cum Ded. Plinth Beam Qty : -1.77 0.00 0
25 Construction of RCC Valve chamber for sluice valve as per drawing, design and specifications as directed by the Engineer incharge (as per typical estimateen closed) 0.00
For Sluice Valve 1.0x1.0 Nos 4.00 4.00 18961.00 75844.00
26 Chainlink Fencing sub estimate 0.00 359940.00
Total 2297538.00
Section Officer Assistant Executive Engineer
RDW & S Sub Division B. Bagewadi RDW & S sub Division Belagavi
1 CONSTRUCTION OF ELSR 50000 ltr. 9.00 m STAGING (Mugadinkoppa )
Sl. No. Description Unit No L B D Qty Rate (Rs) Amount (Rs)
1 Earth work in excavation of foundation of structures upto 3 m depth as per drawing and technical specification, including setting out, providing shoring,strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead, including cost of labour, materials and HOM of machineries, etc., complete. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-2.09] 0.00
i) In ordinary/Hard soil Cum 40.00% 29.62 52.00 1540.20 27.5 54.6
ii) In ordinary rock without Blasting Cum 60.00% 44.43 67.00 2976.74 70.35
2 Providing and laying in position plain cement concrete of grade M 15 with OPC cement @ 240kgs, with 40mm 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, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.41] 0.00
3 Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.7 cum and fine aggregates @ 0.47 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete for R. rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges) [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.43] 0.00
iii Columns below GL Cum 6.00 0.30 0.30 1.45 0.78 0.00
4 Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.7 cum and fine aggregates @ 0.47 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc.,complete as per design and specification for staging, columns and braces above ground level (exclusive of cost of steel and fabrication charges) [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.47.3] 0.00
i Columns (Ht = 9.00 Stg - beam depth 0.45 ) Cum 6.00 0.30 0.30 8.40 4.54 0.00
5 Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification and giving satisfactory water proof test including construction joints wherever necessary as per the directions of the departmental Officers complete for ring beam, side walls, bottom dome or bottom slab, shell portion and bottom ribs (exclusive of cost of steel and fabrication charges and jointing materials) [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.52.3] 0.00
ii Bottom slab Cum 0.7855 5.30 5.30 0.35 7.72 0.00
iii Landing at bottom slab Level Cum 3.142 5.90 0.60 0.125 1.39 0.00
iv Cylindrical wall (L=perimeter @ center) Cum 3.142 5.15 0.15 2.85 6.92 0.00
v Railing Columns @ 2 mtrs apart for landing Cum 11.00 0.15 0.15 0.90 0.22 0.00
6 Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., completeas per design and specifications etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges) [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.56.3] 0.00
i Top ring beam Cum 3.142 5.20 0.20 0.20 0.65 0.00
iii Crown Beam Cum 3.142 0.75 0.15 0.15 0.05 0.00
iv Raling Columns @ 2mtrs apart for landing Cum 12.00 0.15 0.15 0.90 0.24 0.00
v For landings Cum 3.00 0.90 0.75 0.15 0.30 0.00
For landing beam Cum 3.00 0.90 0.30 0.15 0.12 0.00
Deductions 0.00 0.00
7 Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.59.1] 0.00
8 Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of following size and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with all lead and lift etc., complete. 65x65x8mm angle iron frame. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.62] 0.00
9 Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.63] 0.00
inside container Rmtr 1 4 4 3099.00 12396.00 3253.95
10 Providing and constructing RCC hexagonal ventilator finial for RCC over head tank the finial to be constructed with CC (M-20) proportion using 20mm and down size jelly with reinforcement using 6mm dia., M.S. rods 4 nos., for each of the pillars both ways for full width of doom at 12cm c/c, the ventilator to be of 0.45 M x 0.5 M size provided with 25mm x 25mm x 5mm M.S. frame welded with diamond mesh to its full width and depth fully covered with aluminium mosquito mesh finished smooth with CM 1:3 proportion to required shape and size and ornamental finish including two coats of anti-corrosive paint for frame and mesh and two coats of cement paint matching to over head tank etc., complete. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.65] 0.00
11 Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.) [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.66] 0.00
12 Supplying, and Fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc complete [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-10.18] 0.00
i 100 mm dia CI puddle flange Nos 4.00 4.00 3172.00 12688.00 2647
13 Supplying,,laying of CI flanged pipe true to line/hoisting of CI flanged pipe confirming to IS 7181-1986 with latest amendments in position and aligning to correct plumb including cost of jointing material,conveying to work spot with all lead and lifts etc complete [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-10.17] 0.00
i 100 mm dia for inlet Pipe Rmt 1.00 13.00 13.00
ii 100 mm dia for over flow Rmt 1.00 14.00 14.00
iii 100mm dia for oulet Rmt 1.00 10.00 10.00
iv 100 mm dia for scour Rmt 1.00 10.00 10.00
14 Providing 80 mm dia CI bank flange confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-15.55]
i 100 mm dia CI blank flange Nos 1.00 1.00 250.00 250.00 200
15 Providing 80 mm dia Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-15.57]
i 100 mm dia CI Bell mouthed pipe Nos 1.00 1.00 420.00 420.00 320
16 Providing 80 mm dia Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-15.58]
i 100 mm dia CI Duck foot bend Nos 4.00 4.00 420.00 1680.00 350
17 Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-15.107] 0.00
CI sluice valves Body and seat ring bronze PN 1.0 confirming to IS 14846 0.00
i Scour Valve 100 mm dia Nos 4.00 4.00 10838.00 43352.00 8552
18 Providing and fixing enameled gauge plate 3 mm thick, 0.23 M wide with plastic float thick plastic indicator and flexible nylon wire etc., complete to 2.50 M height. Note : Providing and fixing enameled gauge plate 3 mm thick, 0.23 M wide For Every additional 0.50M [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.67] 0.00
19 Providing 2 coats of Snowcem/Water-proof cement paint of approved colour and shade over one coat of primer including curing etc., complete for RCC over head tank. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.70] 0.00
i Top Dome outside Sqm 2.00 3.14 4.95 1.00 31.11 0.00
ii Top Ring beam Sqm 3.142 5.40 0.20 3.39 0.00
iii Cyclindrical Walls outside Sqm 3.142 5.30 2.65 44.13 0.00
iv Bottom Slab inside Sqm 0.7855 4.80 4.8 18.10 0.00
v Bottom Ring Beam Outside Sqm 3.142 5.30 0.25 4.16 0.00 13 130000
vi Landing at the top of spiral stair Sqm 1 1.35 0.75 --- 1.01 0.00 13000
viii Columns Sqm 6 8.40 1.20 --- 60.48 0.00
x Railings columns Sqm 23.00 3.14 0.15 0.90 9.76 0.00
20 Painting two coats on new concrete surface :Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Specification No 803 [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-15.103] 0.00
21 Painting New Letter and Figures of any Shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“i) Hindi ( Matras commas and the like not to be measured and paid for half letter shall be counted as half) “ MORTH Specification No. 803 [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-15.104] 0.00
22 Providing & fixing copper lightning arrester with five spikes and 20mm dia copper tube or suitable length of aluminium strip of spike 25mmx3mm including grounding as per specification. The aluminium strip is to be encased in G.I. conduct pipe or 40mm dia., 6.8 M long suitably joined by collar with all specials, fixed to one of the columns etc., complete up to 9.0 M staging. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.72] 0.00
23 Providing & fixing G.I. pipe railing of 32mm dia.,G.I. pipe B-class in two rows of roof dome flat slab of landing of elevated storage reservoir including cutting, welding, threading, painting, embedding in C.M. pillars with all lead and lifts etc., complete. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-4.64] 0.00
for bottom landing Rmt 3.14 6.50 --- 20.42 0.00
for top landing Rmt 3.14 5.40 16.97 0.00
24 Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller) Note: Add Rs. 203.00 / cum for earth obtained from borrow pits. [RDW&S SR- 2019-20 BGM Circle, Pg No- It No.-2.25] 0.00
For refilling Total Excavation Qty : 74.05 0.00
Ded. PCC qty: 3.43 0.00
Ded. Raft, Raft beam and Col Below GLqty: 6.89 0.00
Ded. Plinth Beam Qty : 1.35 0.00
25 Valve chamber 1.0X1.0 m sub estimate 4No's 18961.00 75844.00
26 Chainlink Fencing sub estimate 359940.00 359940.00
Total 1569814.36
Section Officer Assistant Executive Engineer
RDW & S Sub Division Khanapur RDW & S Sub Division Khanapur
3 Sub Estimate of Chainlink fencing of proposed ELSR
Proposed ELSR & Existing ELSR
Sl. No. ITEM No L W D Qty Unit Rate (Rs) Amount (Rs)
1 Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in hard soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 8 It.No.2.05 )
2 Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs, with 20mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregtes @ 0.56cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick,well compacted, in foundation,plinth and cills, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 22 It.No.4.05 ) 0.00
3 Providing and constructing granite / trap / basalt size stone masonry in basement with cement mortar 1:6, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at 2 m. apart in each course including cost of materials, labour, curing complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.42 It.No.5.02 ) 0.00
for walls Above GL 1 40.00 0.38 0.60 9.120 0.00
Deuction for fencing pole concrete -27 0.38 0.38 0.60 -2.339 0.00 20
4 Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs, with 20mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregtes @ 0.56cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick,well compacted, in foundation,plinth and cills, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 22 It.No.4.05 ) 0.00
for fencing poles & Gate pole 27 0.38 0.38 0.60 2.339 0.00 20
deduction for fencing pole concrete -27 0.38 0.38 0.100 -0.390 0.00
5 Applying red lead ready mix priming coat over new steel or other metal surface including preparing the surface after throughly cleaning oil, grease, dirt and other foreign matter, and scoured with wire brushes, fine steel wool, sand papers including cost of materials, labour,complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 79 It.No.9.51 ) 0.00
vertical poles [65+65]x2=.26 27 0.26 2.05 14.39 Sqm
Top& bottom pipe 38mm dia pipe area: 0.785x0.038x.038=.0011 2 38.50 0.0011 0.09 Sqm
Gate pipe 12 3.00 0.0011 0.04 Sqm
6 Providing and applying enamel metal paint two coats ( excluding priming coat ) over new steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, labour, complete as per specifications. (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 79 It.No.9.52 ) 0.00
same area of primering coat 1 14.52 14.52 Sqm 95.00 1379.40
CHAIN LINK FENCING 0.00
7 Supplying and fixing M.S. Rectangular poles made out of 2 equal angles of 65x65x6 mm welded together and fixed in CC (1:2:4) WITH 2 NOS 16mm dia M.S. hold fast rods each of length 25 cms. Including cost of all materials cutting, bending scaffolding wherever necessary, nicely finishing the welded joints with all lead lifts and as per the directions of the Engineer-in - charge of the work and including providing 2 coats of approved quality paint over one coat of shop painting ( excluding cost of earthwork and concrete) (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 329 It.No.15.96 ) 0.00
8 Providing chain link fencing 50mm size of 8 guage properly stretched between existing rectangular poles and fixed with suitable bolts & nuts, the free ends shall be welded to the pole and block pipe at top and bottom as required including cost of all materials, labour, lead and lifts and as per the directions of the Engineer-in-charge of work including two coats of approved quality paint over one coat of shop paint (RDW&S CIRCLE BGM SR 2019-20 Pg.No.329 It.No.15.97 ) 0.00
side wall 1 38.50 1.50 57.75 Sqm
9 Providing and fixing M.S. Block pipe of 38mm dia, of heavy guage of 14 including removing the bends, cutting the pipe, and fixing pipe in between the existing two verticle poles (M.S. rectangular poles) and spot welding the chain link with M.S. block pipe including cost of all materials wastage in cutting, and scaffolding wherever necessary with all lead and lift as directed by the Engineer-in-charge of work etc., complete including two coats of approved quality paint over one coat of shop paint.(RDW&S CIRCLE BGM SR 2019-20 Pg.No. 330It.No.15.98 ) 0.00
Bottom & Top 2 38.50 77.00
for gate 4 3.00 12.00
10 Providing murrum or gravel bedding for the pipeline including watering and consolidation by punners etc. complete with all lead and lift. (in black cotton soil and rock reaches). (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 12 It.No.2.27 ) 0.00
ELSR Surrounding area 2 9.24 9.24 0.10 17.076 0.00
11 Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labour and HOM of machineries complete as per specifications. [RDW&S SR- 2019-20 BGM Circle, Pg No- 64 It No.-8.04] 0.00
ELSR Surrounding area 2 9.24 9.24 170.760 0.00
Deduct area of ELSR -2 3.142 5.45 -34.25
Valve chamber -6 1.30 1.30 -10.140 5050
TOTAL 359933.18
Section Officer Assistant Executive Engineer
RDW & S Sub Division B. Bagewadi RDW & S Sub Division B. Bagewadi
3A Sub Estimate For Repairs to existing ELSR 50000 Ltrs 7.50 M Staging
S.No Description Unit No L B D Qty Rate Amount
1 Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete (RDW&S CIRCLE BGM SR 2019-20 Pg.No.38 It.No.4.63 ) 0.00
inside container Rmtr 1 NO 4.00 4.00 3099.00 12396.00
1 Providing and fixing plaster mesh 200mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120gms per sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost ofmaterials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment ) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.75 It No. 9.32) 0.00
For side wall mtr 3.142 5 3 47.13 0.00
3 Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.) (RDW&S CIRCLE BGM SR 2019-20 Pg.No.39 It.No.4.66 ) 0.00 .
4 Providing 2 coats of snowcem /Water-proof cement paint painting over one coat of primer including scrapping the exposed faces, removing loose plastering, removal of vegetations, fungus, cleaning the surface, replastering wherever required in CM 1:3 to the required shape with necessary scaffolding & curing etc., (Including cost of materials). (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 39 It.No.4.71 )
a Top Dome outside Sqm 2.00 3.14 4.95 1.00 31.11 0.00
b Top Ring beam Sqm 3.142 5.40 0.20 3.39 0.00
c Cyclindrical Walls outside Sqm 3.142 5.30 2.65 44.13 0.00
d Bottom Slab inside Sqm 0.7855 4.80 4.800 18.10 0.00
e Bottom Ring Beam Outside Sqm 3.142 5.30 0.25 4.16 0.00
f Landing at the top of spiral stair Sqm 1 1.35 0.75 --- 1.01 0.00
I Railings columns Sqm 20 3.14 0.15 0.90 8.48 0.00
5 Painting two coats on new concrete surface :Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Specification No 803 (RDW&S CIRCLE BGM SR 2019-20 Pg.No.330 It.No.15.103 ) 0.00
6 Painting New Letter and Figures of any Shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“i) Hindi (Matras commas and the like not to be measured and paid for half letter shall be counted as half) “ MORTH Specification No. 803 (RDW&S CIRCLE BGM SR 2019-20 Pg.No. 331 It.No.15.104 ) 0.00
7 Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. (RDW&S CIRCLE BGM SR 2019-20 Pg.No.322 It.No.15.107 ) 0.00
i Sluice Valve 80 mm FOR elsr -1 Nos 2 2.00 8552.00 17104.00
ELSR No 2 171804.00
Section Officer Assistant Executive Engineer
RDW & S Sub Division B. Bagewadi RDW & S Sub Division B. Bagewadi
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