Water Resources Department Tender
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Costs
EMD
₹ 48,51,403Document Cost
₹ 10,000Tender Fee
₹ 2,500
Summary
Construction Of Solar Based Sprinkler Lift Irrigation Project And Construction Of Anicut At Village Kasbanonera-ii On River Kunno Tehsil Shahabad District Baran
Description
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Contact
Tender Id
2024_WRDAS_429694_2Tender No
CE WR ZONE KOTA NITNO-09/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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Documents
TECHNICAL BID AND FIANANCIAL BID
BOQ Items
Digitization of Khasra map with details in layers and providing soft copy (acad file)Note: Khasra map will be provided by Department
120
625
75000
16.7.1 Coloured Printing of Map on Bond Paper
16.7.1.1 A0 - Paper size
5
400
2000
16.7.1 Coloured Printing of Map on Bond Paper
16.7.1.2 A1 - Paper size
15
225
3375
16.7.1 Coloured Printing of Map on Bond Paper
16.7.1.3 A2 - Paper size
7
150
1050
16.7.1 Coloured Printing of Map on Bond Paper
16.7.1.4 A3 - Paper size
7
60
420
16.7.1 Coloured Printing of Map on Bond Paper
16.7.1.5 A4 - Paper size
7
30
210
16.7.2 Black & White Printing of Map on Bond Paper
16.7.2.1 A0 - size Map
7
125
875
16.7.2 Black & White Printing of Map on Bond Paper
16.7.2.2 A1 - size Map
7
60
420
16.7.2 Black & White Printing of Map on Bond Paper
16.7.2.3 A2 - size Map
7
45
315
16.7.2 Black & White Printing of Map on Bond Paper
16.7.2.4 A3 - size Map
7
30
210
16.7.2 Black & White Printing of Map on Bond Paper
16.7.2.5 A4 - size Map
225
5
1125
16.7.3 Scanning of Map and providing soft copy to the department
16.7.3.1 A0 - size Map
15
300
4500
16.13 Survey work in a grid at defined interval using Total Station / DGPS instrument and preparation of Block level plan showing all permanent features/ utilities including trees, for planning of dam/ canal / water course / pipe network alignment and superimposing it on digitalized sajra map and developing contours at interval desired by Engineer Incharge. Block level plan is to be submitted in hard copy three set and soft copy in Auto Cad format, using layer system, showing all features.Note:- Khasra map will be provided by Department
16.13.2 In hilly / semi hilly area - Block level to be taken @ 15 meter grid
50
440
22000
16.13 Survey work in a grid at defined interval using Total Station / DGPS instrument and preparation of Block level plan showing all permanent features/ utilities including trees, for planning of dam/ canal / water course / pipe network alignment and superimposing it on digitalized sajra map and developing contours at interval desired by Engineer Incharge. Block level plan is to be submitted in hard copy three set and soft copy in Auto Cad format, using layer system, showing all features.Note:- Khasra map will be provided by Department
16.13.3 In Plain area - Block level to be taken @ 30 meter grid
400
350
140000
16.14 Transfer of Dam / Canal alignment from sajra map to the ground and taking Levels by Auto level or DGPS, developing L-section and X-section and submitting in hard copy three sets and soft copy in Auto Cad format, using layer system, showing all features. (Total length of L-section and Xsection to be measured for payment)
16.14.1.2 L-section of Dam/ Canal
In semi hilly area - Levels for L-section to be taken at interval 10 meter.
0.5
1390
695
16.14 Transfer of Dam / Canal alignment from sajra map to the ground and taking Levels by Auto level or DGPS, developing L-section and X-section and submitting in hard copy three sets and soft copy in Auto Cad format, using layer system, showing all features. (Total length of L-section and Xsection to be measured for payment)
16.14.2.2 X-section of Dam/ Canal (Total length of X-section shall be measured)
In semi hilly area - Levels for X-section be taken at interval 5 meter.
0.5
1580
790
16.9 Single levelling with auto level, recording level @ 30 meter interval, chaining pegging for l-section and cross section survey work for new dam and canal etc.Level book, bench mark value and location and plotting of the survey data (L-section or X-section) is to be submitted to the department.
16.9.2 In semi hilly area
1
990
990
PLANNING AND DESIGNING
Geo-refrencing of digitized khasra map and marking chak & sub chak of required size for micro irrigation and providing chak & sub chak wise GCA, CCA details in excel format. Soft copy with two set of Hard copy shall be provided. Rate shall be paid per Ha CCA
400
57
22800
PLANNING AND DESIGNING
Planning of field distribution pipe network up to chak and sub chak level, hydraulic design of pipe network planning & design of outlet arrangement with drawing and Irrigation
scheduling up to chak level. Chak Plan showing pipe network is to be provided in soft copy & two set of Hard copy.
Rate shall be paid per Ha CCA
400
104
41600
PLANNING AND DESIGNING
Preparation of l-section of pipe lines as per approved pipe network & hydraulic design
from competent authority (showing safety valve & control valve arrangement, filteration system and other accessory if required). Design and drawing of thrust blocks, pedestals and valve chamber, are to be provided. All design, drawing should fulfill the design specification as per the tender document and IS code / relevant mannuals.
Rate shall be paid per Ha CCA
400
135
54000
PLANNING AND DESIGNING
Irrigation scheduling with timing up to subchak level is to be preapred as per approved design and revenue record. Rate shall be paid per Ha CCA
400
46
18400
FIELD DISTRIBUTION PIPE NETWORK
Water allowance has been taken 3.0 cusec / 1000 acre
Supplying, laying, jointing, testing and commissioning of buried HDPE PE 100 grade pipe net work system in the chak upto Hydrant (Chak size up to 200 Ha and sub chak at every 4.5 Ha and hydrant at every 2.0 Ha to 2.5 Ha) including fittings/ specials as per approved design & drawings and fulfilling IS code / mannuals specification. This item is including excavation, refilling, ramming and disposal of extra excavated material. This item is for water allowance @ 3 cusec / 1000 acre and pipe line terminating at Hydrant is to be designed to carry minimum 3.5 lps discharge and 20 m head. The rates are inclusive of material, lead & lift and also inclusive of all kind of taxes, levies, turnover tax, service tax, octroi, vat, panchayat tax, royalty, GST & contractor profit. Note: This is including cost of supply & fixing of manual operated Hydrant- outlet assembly as per the respective item, but excluding cost of safety valves, control valves and metering arrangements.
400
40200
16080000
PLANNING AND DESIGNING
Collection of revenue map and jamabandi of the Area of Interest, scanning revenue map and digitization of khasra boundary and jamabandi. Rate shall be paid per Ha GCA
400
56
22400
13.1 DI PIPES and SPECIALS 13.1.1 Providing, lowering, laying, aligning, fixing in position and jointing in trenches. Ductile Iron(DI) ISI marked K-7 grade S and S pipes as per IS: 8329-2000 (amended up to date) with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS:5382-1985 including all taxes(central and local), transportation and freight charges, inspection charges, loading/unloading charges stacking of pipes including cost of labour and material special (T-bend etc.) satisfactorily hydraulic testing, disinfection etc complete as per technical specification and direction of engineer incharge (excluding earthwork ).
Note-Providing and fixing of all requisite sepecials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 13.1.1.7 350 MM
14.19 SAFETY VALVES and CONTROL VALVES Supplying, laying, jointing, testing and commissioning of safety valve i.e air valve, NRV, PRV, scour valve, check valve, butterfly valve, sluice valve, gate valve, ball valve, dismentalling joint etc. essential for safety and smooth operation of pipe network. This also include the civil work for installation, safety and ease of operation of valves. Rs. 5 percent of cost of pipe network
200
5950
1190070
13.2 HDPE PIPES Providing, lowering, laying and jointing in trenches. standard lengths HDPE ISI marked Pipes as per IS-4984: l995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work)
Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid. separately. Supply upto 110 mm dia. in coil and above 110 mm dia straight length in 6M. 13.2.1 HDPE PE-100 PN-6
13.2.1.9 200 mm dia
14.19 SAFETY VALVES and CONTROL VALVES Supplying, laying, jointing, testing and commissioning of safety valve i.e air valve, NRV, PRV, scour valve, check valve, butterfly valve, sluice valve, gate valve, ball valve, dismentalling joint etc. essential for safety and smooth operation of pipe network. This also include the civil work for installation, safety and ease of operation of valves. Rs. 5 percent of cost of pipe network
3840
1468
5640768
13.2 HDPE PIPES Providing, lowering, laying and jointing in trenches. standard lengths HDPE ISI marked Pipes as per IS-4984: l995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work)
Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid. separately. Supply upto 110 mm dia. in coil and above 110 mm dia straight length in 6M. 13.2.1 HDPE PE-100 PN-6
13.2.1.7 160 mm dia
14.19 SAFETY VALVES and CONTROL VALVES Supplying, laying, jointing, testing and commissioning of safety valve i.e air valve, NRV, PRV, scour valve, check valve, butterfly valve, sluice valve, gate valve, ball valve, dismentalling joint etc. essential for safety and smooth operation of pipe network. This also include the civil work for installation, safety and ease of operation of valves. Rs. 5 percent of cost of pipe network
4070
974
3965808
13.2 HDPE PIPES Providing, lowering, laying and jointing in trenches. standard lengths HDPE ISI marked Pipes as per IS-4984: l995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work)
Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid. separately. Supply upto 110 mm dia. in coil and above 110 mm dia straight length in 6M. 13.2.1 HDPE PE-100 PN-6
13.2.1.10 225 MM DIA
14.19 SAFETY VALVES and CONTROL VALVES Supplying, laying, jointing, testing and commissioning of safety valve i.e air valve, NRV, PRV, scour valve, check valve, butterfly valve, sluice valve, gate valve, ball valve, dismentalling joint etc. essential for safety and smooth operation of pipe network. This also include the civil work for installation, safety and ease of operation of valves. Rs. 5 percent of cost of pipe network
3780
1850
6993378
13.2 HDPE PIPES Providing, lowering, laying and jointing in trenches. standard lengths HDPE ISI marked Pipes as per IS-4984: l995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work)
Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid. separately. Supply upto 110 mm dia. in coil and above 110 mm dia straight length in 6M. 13.2.1 HDPE PE-100 PN-6
13.2.1.11 250 MM DIA
14.19 SAFETY VALVES and CONTROL VALVES Supplying, laying, jointing, testing and commissioning of safety valve i.e air valve, NRV, PRV, scour valve, check valve, butterfly valve, sluice valve, gate valve, ball valve, dismentalling joint etc. essential for safety and smooth operation of pipe network. This also include the civil work for installation, safety and ease of operation of valves. Rs. 5 percent of cost of pipe network
1120
2093
2344944
13.2 HDPE PIPES Providing, lowering, laying and jointing in trenches. standard lengths HDPE ISI marked Pipes as per IS-4984: l995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work)
Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid. separately. Supply upto 110 mm dia. in coil and above 110 mm dia straight length in 6M. 13.2.1 HDPE PE-100 PN-6
13.2.1.12 280 MM DIA
14.19 SAFETY VALVES and CONTROL VALVES Supplying, laying, jointing, testing and commissioning of safety valve i.e air valve, NRV, PRV, scour valve, check valve, butterfly valve, sluice valve, gate valve, ball valve, dismentalling joint etc. essential for safety and smooth operation of pipe network. This also include the civil work for installation, safety and ease of operation of valves. Rs. 5 percent of cost of pipe network
1605
2617
4201328.25
For estimation of different component of micro irrigation work Turnkey Project on EPC mode following
provision can be considered as per design / specification finalised for the scheme;
Cost of hydro electro mechanical works including pumps, motors, mud pumps, trash rack, screens, all valve arrangement, flow / pressure meter, water level recorder, control panel within the pump house and supply & installation of transformer (with one standby) etc. excluding the cost of electric transmission line from GSS / Grid to the pump house.
111.9
25000
2797500
For estimation of different component of micro irrigation work Turnkey Project on EPC mode following
provision can be considered as per design / specification finalised for the scheme;
Filteration system
Cost of secondary filteration system including auto clean screen / disc filter having interconnecting manifold between filters in high quality MS pipe as per relevent IS standard, duly fabricated & external surface duly epoxy painted to 150DFT including DP switch and controller and battery backup. Providing and fixing Inlet, Outlet, Bypass Butterfly Isolation valves & Check valve in CI, PN10 Wafer type and counter flanges in ANSI B 16.5# 150 for designed discharge cost estimate can be prepared or it can be taken @ Rs 4000 per Ha CCA for estimation purpose only. Secondary filteration for micro irrigation is required to filter particle size up to 130 micron.
400
4000
1600000
Excavation including loading, unloading, disposal and dressing of
excavated earth within initial lead of 50m and lift up to 1.5m including
dressing of excavated area and dewatering wherever required complete in all respect
(c) Hard soil mixed with Kankar / boulders, Morrum
5.10.1 Extra lead over item no 5.1.1 to 5.8.3 of excavated material. (a) Beyond initial lead of 50 m and upto 250 m
5.10.2 Extra lead over item no 5.1.1 to 5.8.3 of excavated material.
(b)Add extra over item no. 5.1.1 to 5.8.3 for lead beyond 250m and upto 750m
(for average 1/2Km)
32322
136
4403872.5
Excavation including loading unloading disposal and dressing of
excavated rock within initial lead of 50m and lift upto 1.5m in dry or
moist including dressing of excavated area, de-watering wherever
required complete in all respect.
(a) Soft / Disintegrated rock
12744.5
161
2051864.5
Excavation including loading unloading disposal and dressing of
excavated rock within initial lead of 50m and lift upto 1.5m in dry or
moist including dressing of excavated area, de-watering wherever
required complete in all respect.
(b) Hard rock not requiring blasting
603.5
241
145443.5
Excavation with line drilling, controlled blasting near structures,
populated area (situated within 50m) including dewatering, loading,
unloading, disposal & dressing within initial lead of 50m and lift upto
1.5m complete in all respect in dry or moist and also including
compensation of damages if any , in :
(a) Phylite and other hard rock requiring nominal blasting
1508.75
561
846408.75
Excavation with line drilling, controlled blasting near structures,
populated area (situated within 50m) including dewatering, loading,
unloading, disposal & dressing within initial lead of 50m and lift upto
1.5m complete in all respect in dry or moist and also including
compensation of damages if any , in : (b)Hard rock (dry or moist) requiring blasting (where hardness of rock is
more than 2) including dewatering, disposal of excavated material in the
designated spoil bank/ embankment and dressing of excavated material
with all leads & lifts of excavation and disposal. The contractor is free to
use the usable excavated stone else where for which any transition
expenditure & royalties, tax etc if required to be paid then it will be
liability of contractor as the cost of usable stone has already been
deducted from the rate.
1508.75
636
959565
Earth work in excavation in foundation, trenches etc. including dressing
of sides and ramming of bottoms, including getting out the excavated
material, refilling after laying pipe/ foundation and disposal of surplus
excavated material at a lead upto 50m suitable site as per direction of
Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as morrum, sand, sandy silt, clay,
black cotton soil, kankar, etc
(i) Depth upto 1.5 m
10961.25
192
2104560
11.12 Preparation of foundation of structure including removal of all loose stones, silt and final washing. 11.12.2 By compressed air & water under pressure
5048.5
70
353395
9.8 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto
9.8.3 40 mm
117.04
5092
595967.68
9.4 Providing and Laying in position of Cement concrete Design mix M-30 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;
(For mix design Cement content considered 428 kg/ cum of concrete)
9.4.4 20 mm
395.39
6631
2621831.09
9.4 Providing and Laying in position of Cement concrete Design mix M-30 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;
(For mix design Cement content considered 428 kg/ cum of concrete)
9.4.4 20 mm
9.13.1 9.13 Add extra over item No. 9.1.1 to 9.7.4 9.13.1 For each subsequent height of 3.0 meter or part thereof above initial lift of 5.0 m from ground level. (upward and downward)
31.65
6791
214935.15
9.4 Providing and Laying in position of Cement concrete Design mix M-30 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;
(For mix design Cement content considered 428 kg/ cum of concrete)
9.4.4 20 mm
9.13.1 9.13 Add extra over item No. 9.1.1 to 9.7.4 9.13.1 For each subsequent height of 3.0 meter or part thereof above initial lift of 5.0 m from ground level. (upward and downward)
9.13.1 9.13 Add extra over item No. 9.1.1 to 9.7.4 9.13.1 For each subsequent height of 3.0 meter or part thereof above initial lift of 5.0 m from ground level. (upward and downward)
31.65
6951
219999.15
9.4 Providing and Laying in position of Cement concrete Design mix M-30 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;
(For mix design Cement content considered 428 kg/ cum of concrete)
9.4.4 20 mm
9.13.1 9.13 Add extra over item No. 9.1.1 to 9.7.4 9.13.1 For each subsequent height of 3.0 meter or part thereof above initial lift of 5.0 m from ground level. (upward and downward)
9.13.1 9.13 Add extra over item No. 9.1.1 to 9.7.4 9.13.1 For each subsequent height of 3.0 meter or part thereof above initial lift of 5.0 m from ground level. (upward and downward)
9.13.1 9.13 Add extra over item No. 9.1.1 to 9.7.4 9.13.1 For each subsequent height of 3.0 meter or part thereof above initial lift of 5.0 m from ground level. (upward and downward)
31.65
7111
225063.15
9.3 Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;
(For mix design Cement content considered 420 kg/ cum of concrete)
9.3.4 20 mm
4320.78
6600
28517148
Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish)
856.61
340
291247.4
Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish)
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
68.06
365
24841.9
Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish)
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
70.68
390
27565.2
Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish)
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
65.55
415
27203.25
Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish)
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
158.27
440
69638.8
Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish)
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
52.75
490
25847.5
Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish)
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
52.75
465
24528.75
Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish)
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
52.75
515
27166.25
Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish)
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
52.75
540
28485
Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish)
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
52.75
590
31122.5
Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish)
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
52.75
565
29803.75
Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish)
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
10.4 Add extra over item No. 10.1.3 , 10.1.4, 10.2 and 10.3 for centering and shuttering for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
177.21
615
108984.15
10.9.2 Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. 10.9.2.2 Tor or ribbed bars (IS :1786)
206484.81
89
18377148.09
If required as per site, add extra over rate of concrete work with the permission of Superintending Engineer, Rs 175.00 per cum of concrete if computerised mobile transit mixer (i.e Fiori) is used.
16911.62
175
2959533.5
Refilling the excavated earth (excluding rock) in trenches, plinth side of
foundations etc. in layers not exceeding 20 cm in depth, consolidating
each deposited layer by ramming and watering including cost of water,
loading and un-loading wherever required with cost of dewatering
wherever required
5822
91
529802
Brick masonry (using well burnt clay bricks of size 230 x 110
x 70 mm, class designation 75 as per specification) up to plinth
including all leads of all construction materials including curing
etc. complete.
(c) In cement sand mortar 1:5
7.8.1 Add extra over item no. 7.1.1 to 7.7.3 for
(a) Masonry work in superstructure
69.61
5979
416198.19
Plaster in cement sand mortar 1:5 including racking of joints, smooth
finishing and curing etc. complete including all leads of all
construction materials of thickness:
(b)12 mm
781.72
230
179795.6
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete:
4000
81
324000
Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide Extra if square,rectangular hollow tubelar sections are used or grill made by flats only
2010
106
213060
Wall painting with Royal Play paint with various types of designs as approved of approved brand and manufacture to give an even shade including all scaffalding. Two or more coats on New work including preparation of base with primer, putty lippy etc. Complete in all respect.
419.78
365
153219.7
11.1.1 Drilling holes of 35 mm diameter for anchor rods. 11.1.1.1 i) Upto 1.50 m depth
709
129
91461
Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
472
245
115640
Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.
5413.6
72
389779.2
Supplying and fixing rolling shutters of approved make, made of 80 x 1.25mm. M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3cm. long wire springs grade No. 2 and M.S. top cover 1.25mm thick for rolling shutters as per design & IS 6248- 1979. (Clear openable area to be measured for payment).
18
2074
37332
Supplying stone, spall and laying Rip rap in required profile properly
hand packed using stone of specified size including all lead & lifts
(a) 23 cm thickness (plus minus 5 % thickness tolerance)
966
1712
1653792
Lip cutting and final dressing as per designed section including rehandling and disposal of excavated earth in layers 20 cm on
embankments etc. with cost of dewatering wherever required, and
complete in all respect
1200
34
40800
Supplying and laying sand of grade as per design requirement in required
profile including all lead & lifts.This item is to be used only for laying
filter / inverted filter
630
1799
1133370
Supplying and laying aggregate in layers and profile as specified
including all leads & lifts. This item is to be used only for laying filter /
inverted filter (c) River gravel 40 to 80 mm size
630
936
589680
10.10 Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. 10.10.2 Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.
3770.9
200
754180
Design, Drawing, fabrication, supply, erection, testing and commissioning of EOT crane consisting of double girder box type construction, rail mounted end carriages with long and cross travel arrangement, main and auxiliary hoists of specified capacity, rails, pendant control, gear boxes, electric motors, brakes, rope drums, wire ropes, sheaves, end buffer stoppers, pendant operated DSL bus bars with all accessories for main and auxiliary hoists for handling pumps and accessories in pump house including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, greasing, applying two coats of zinc chromate red oxide primer and three coats of synthetic enamel paint etc., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding transportation charges for structural steel components and other materials.
3
164776
494328
Construction of embankment with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.
900
122
109800
Providing, laying and spreading of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. Plant Mix Method Grading-II
337.5
634
213975
Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift
200
1595
319000
Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blening to be as per Table 600-1, cement content not to be less than 200 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing.
140.63
3159
444250.17
Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade
187.5
6065
1137187.5
9.8 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto
9.8.4 20 mm
93.75
5150
482812.5
Providing and fixing of precast concrete interlocking blocks of 80mm thick (M-30 Grade) manufactured from fully computerized automatic stationery hydraulic vibto perssed machine & full computerized automatic batching plant of class A-I as per BS: 6717-2001. The CC interlocking paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compected sub base as defined. The work includes earth work in cutting of B/T road, cutting of WBM road and disposal of unserviceable Material with all leads & lifts and stacking of serviceable Material complete job is to be executed as per the instructions of Engineer-in- charge. The rates to be inclusive of all lead, lifts & taxes General specification of Blocks: 1. Shape : As specified by Engineer-in-charge. 2. Tensile splitting strength and breaking load as per BS : 6717-2001. 3. Colour : Grey cement natural colour 4. Variation in Dimension : Less than 1.6mm 5. Variation in thickness : Less than 3.2mm
937.5
583
546562.5
Excavation including loading, unloading, disposal and dressing of
excavated earth within initial lead of 50m and lift up to 1.5m including
dressing of excavated area and dewatering wherever required complete in all respect
(b)Hard / dense soil
341.01
95
32395.95
9.2 Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;
(For mix design Cement content considered 400 kg/ cum of concrete)
9.2.4 20 mm
8300.18
6340
52623141.2
Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and removing
292.88
225
65898
Random rubble stone masonry (using R. R. stones where 75 %
stones to be not less than 15 cm in size in any direction and
weighing not less than 23 kg.) for foundation including curing
with all leads of all construction materials including curing etc.
complete.
(c) In cement sand mortar 1:5
128.7
4377
563319.9
Random rubble stone masonry (using R. R. stones where 75 %
stones to be not less than 15 cm in size in any direction and
weighing not less than 23 kg.) for foundation including curing
with all leads of all construction materials including curing etc.
complete.
(c) In cement sand mortar 1:5
7.8.1 Add extra over item no. 7.1.1 to 7.7.3 for
(a) Masonry work in superstructure
108
4589
495612
Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand.
32.4
450
14580
Plaster in cement sand mortar 1:6 including racking of joints, smooth
finishing and curing etc. complete including all leads of all
construction materials , of thickness: (a)20 mm
240
297
71280
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
417.2
69
28786.8
020501 Short point (up to 3 mtr.)020501.2 Group 1
15
260
3900
020502 Medium point (up to 6 mtr.)020502.2 Group 1
15
377
5655
020503 Long point (up to 10 mtr..)020503.2 Group 1
15
508
7620
Supply and fixing in cement mortar welded hand railing made out of MS round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide.
300
81
24300
Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to code IS : 15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar).
54
674
36396
P & F C.P. brass Urinal Flush Pipe set complete with flanged brackets of approved make. For 1 Urinal
2
504
1008
P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball (IS: 1703 mark) complete including cutting and making good the wall: PVC with PVC bend as per IS : 7231 .
2
1291
2582
P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete. Flat Back (large) or half stall size 610x400x80mm.
2
4637
9274
P & F C.P. brass Urinal Spreader for stall urinal of approved make.
2
363
726
P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall : Size 550 mm x 400 mm
2
2598
5196
Hoisting Charges for each floor : For items 2.26.1 to 2.26.4
3
110
330
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on wall) 15 mm nominal size
30
191
5730
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on wall) 25 mm nominal size
30
282
8460
Providing and fixing Superior quality CP Brass fittings of approved make as per direction of Engineer-in-charge Pillar Cock 15 mm nominal size
2
823
1646
P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 500 litres capacity.
3
3920
11760
P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia
20
282
5640
P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: Bend 45 110mm dia
6
128
768
P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: Door Tee 110mm dia
6
213
1278
Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 grade C.C floor & RCC slab covering with M15 grade c.c. floor, 50 mm thick stone slab partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos stone foot rests of approved design ,two No. 450 mm dia each Ferro cement cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:- Size 200x100x130 cm.(for 10 users) with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 8mm ? @15 cm c/c bothways including shuttering complete in all respect.
1
27322
27322
Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. Inside size 300 X 300 mm depth upto 0.5 M Cement cover with frame.
5
1049
5245
P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: Bend 87.5 110mm dia
6
161
966
P & F European type white glazed vitreous china 1st quality W.C. (IS : 2556 Mark) including cutting and making good the wall and floor Wall Mounting (syphonic)
2
4441
8882
Providing and fixing 1mm thick M.S. sheet garrage door shutters with frame of 40 x 40 x 6mm. angle iron 3mm M.S. gusset plates at the junction and corners including all fittings and applying a coat of approved steel primer : (Excluding cost of frames) Using M.S. angles 40 x 40 x 6mm for diagonal braces.
15
3141
47115
Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concretee block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : Windows fixed
9.95
3090
30745.5
P & F Kitchen & Lab. Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up-to floor level complete including cutting and making good the wall & floor : Fire clay glazed kitchen sink (I.S 771-1985 Marked) size 600 x 450 x 250mm.
1
3890
3890
020701 On board020701.2 Group 1
7
244
1708
020704 Long point (up to 10 mtr..)020704.2 Group 1
5
571
2855
060112 6 A to 32 A rating060112.2 Group 1
8
151
1208
060122 40 A 63 A rating060122.2 Group 1
1
689
689
170400 P & F double ball bearing capacitor start, aluminium body & blade ceiling fan with down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required.170404 1400 mm sweep170404.2 Group - 1
5
1536
7680
040800 Supplying and fixing of power plug point Modular accessories on hot dipped galvanized modular on surface or in recessed with suitable size of grid plate with cover plate including cost of modular 16 amp. Switch and socket outlet , making connection , testing , etc. as required.040800.2 Group 1
10
538
5380
190700 P & F Fluorscent tube rod in existing fixtures as required,190710 Flourscent powder coated (minimum 3 star rating)190711 18/20 Watts190711.2 Group - 1
10
59
590
190700 P & F Fluorscent tube rod in existing fixtures as required,190730 T5 lamps190731 14 Watts190731.2 Group - 1
10
125
1250
073100 P & F following modular accessories made out of unbreakable and fire retardant poly carbonate with silver contacts including making connections testing etc. as required073113 5 step fan regulator 2 Module073113.2 Group - 1
10
460
4600
073100 P & F following modular accessories made out of unbreakable and fire retardant poly carbonate with silver contacts including making connections testing etc. as required073115 Blanking plate073115.2 Group - 1
4
19
76
060513 8 Way060513.2 Group 1
1
555
555
171000 P&F of Heavy duty capacitor start, Double ball bearing 900/1400 RPM single phase ISI marked Exhaust fan,IS:2312 marked in existing opening including making connections testing etc. as required.171001 300 mm sweep(900/1400 RPM)171001.2 Group - 1
3
3002
9006
171800 P & F of Gravity Louver shutter of superior quality made out of frame of 18 swg M.S. sheet & Louvers made from 24 swg MS Sheet with enamel paint including cost of nuts, bolts, etc as reqd.171801 Up to 380 mm size171801.2 Group - 1
3
169
507
150700 S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.150705 8 SWG G.I. ( Hot Dipped ) Wire 150705.2 Complete Rate
10
9
90
150500 Maintenance free Gel Earthing with Pipe in pipe / Pipe in strip technology filled with anti corrosive conductive compound ( CPRI Tested ) below the ground in 150 - 200 mm dia. earth pit & surrounding filled with required mineral filling compound ( MFC should have hygroscopic property to retain the moisture for long time to create low resistance zone ) and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete testing of earth resistance as required. of following sizes.150510 With Pipe in Pipe Technology (Inner pipe dia. / Outer pipe dia. ) 80 - 100 micron GI Coating150511 GI pipe 2000 mm long, 50 / 25mm, Terminal 12 mm GI Strip150511.2 Complete Rate
1
6150
6150
020402 25 mm020402.2 Group 1
100
42
4200
073300 P and F following size hot dip galvanized M.S. box of 20 SWG with earthing terminal in recess/ surface suitable for modular accessories as required.073304 5-6 Module073304.2 Group - 1
5
82
410
040101 1 x 1.5 sq.mm040101.2 Group 1
150
14
2100
040108 2 x 2.5 sq. mm. + 1x1.5sqmm040108.2 Group 1
150
53
7950
040117 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm.040117.2 Group 1
100
77
7700
9.7 Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto
9.7.3 40 mm
2689.25
5648
15188884
10.10 Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. 10.10.1 In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete)
1440
140
201600
10.10 Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. 10.10.3 Aqueduct troughs, siphon conduits, box type sluice barrels, domes spiral shafts or stair cases ( thin walled section) and ogee crests, baffle or chute blocks, end sills, buckets, projects coping, extended sill etc.
994.15
400
397660
9.2 Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;
(For mix design Cement content considered 400 kg/ cum of concrete)
9.2.3 40 mm
1200
6288
7545600
Add extra over items of cement plaster/ cement concrete/cc.lining/cc flooring or RCC for providing and mixing Polypropylene/Polyester fibres as per IS 16481:2022 or latest revision, 6/12 mm long @ 0.25% (125 gram per 50 kg of cement) or in ratio of as specified by manufacturer specification and direction of Engineer in charge with all leads and lifts.
87570.56
60
5254233.6
10.1 Side shuttering including propping etc. complete (to achieve finish F 2 for 10.1.3 Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.
8099
220
1781780
10.1 Side shuttering including propping etc. complete (to achieve finish F 2 for 10.1.4 Curved edges or sides of special shapes like baffle or chute blocks, end sills, Basin Block, projected copings, extended sills, curved surfaces arches, circular ducts etc.
598.63
340
203534.2
11.2 Drilling 35 mm to 48 mm dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required. 11.2.1 Up to 5 m depth
1000
861
861000
11.2 Drilling 35 mm to 48 mm dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required. 11.2.2 From 5 to 10 m depth
400
1277
510800
Supplying and lowering into holes and fixing of casing pipes of suitable diameter to enable drilling of minimum 48 mm dia grout holes.
1407
1061
1492827
Normal pressure washing of drilled hole in stages in approved pattern for cleaning of clay, soil and other filler materials from the seams and joints in the foundation rock by establishing connections under pressure with air and water including cost of equipment, accessories compressed air, water, labour, admixtures if any required etc. complete as per specification.
201
1521
305721
Grouting of drilled holes minimum 35 mm dia with or without packers with cement/ clay and or chemicals (in the form of slurry with water) in prescribed ratio till refusal including cost of grouting equipment, compressed air and water etc. complete but excluding cost of cement, clay and chemicals (only dry weight of ingredients excluding chemicals to be considered ) with a working pressure upto 15 kg/Cm2 (Dry cement consumption)
840
12143
10200120
Washing and open flushing of drilled holes by alternate jet of air and water under pressure prior to pressure washing and flushing or grout after stage grouting including cost of equipment, compressed air and etc. complete.
261
704
183744
Cement OPC (in bags) 50 Kg in weight. As per IS 1489 and IS 8112
(excluding cost of empty bags).
16800
350
5880000
10.7.3 Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction joint as per drawing complete in all respect. 10.7.3.2 305 mm wide
162.5
800
130000
10.3 Supply, installation, testing and commissioning of MNRE approved off Grid Solar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS fabricated structure 120 micron hot dip galvanized iron , showing arrangement of panel in available space and installation of PV module on frame structure such that minimum height of lower edge of panel shall be 4.0 mtr from ground level to safeguard against damage and theft as per indicative drawing enclosed with the bid document. The foundation of structure shall be in RCC. Mounting structure shall be suitably designed to withstand wind velocity up to 150km/hr. The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for solar panel and mounting structure and suitable provision shall be included in tender document.
111900
60
6714000
UNSKILLED
Beldar/ Coolie / Chowkidar / Water man / Earth- dresser
8760
300
2628000
SEMI SKILLED
Helper for Steel fabricator / Driller / Truck / Tractor /Compressor/
Jack Hammer /Dumper
2880
360
1036800
SKILLED
Mason/ Painter/ Carpenter/ Electrician /Black smith / Plumber
Grade I
2880
540
1555200
SKILLED
Patwari / Amin (Trained / Retired)
960
730
700800
Conducting water intake test in test holes under pressure for determining permeability before or after grouting including cost of equipment and water etc. complete
149
1456
216944
Excavation including loading unloading disposal and dressing of
excavated rock within initial lead of 50m and lift upto 1.5m in dry or
moist including dressing of excavated area, de-watering wherever
required complete in all respect
(d)Hard rock (dry or moist) requiring blasting (where hardness of rock is
more than 2) including disposal of excavated material in the designated
spoil bank / embankment, dressing of excavated material and dewatering
with all leads & lifts of excavation and disposal. The contractor is free to
use the usable excavated stone else where for which any transition
expenditure & royalties, tax etc if required to be paid then it will be
liability of contractor as the cost of usable stone has already been
deducted from the rate
6922.5
446
3087435
Final excavation by line drilling including removing of hard rock by
wedging and barring and chiseling near final levels (only upto 0.3 m
depth) without resorting to blasting including dewatering, disposal of
excavated material within initial lead of 50m and lift of 1.5m complete in
all respect
1230
1079
1327170
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