Public Health Engineering Department Tender
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Costs
EMD
₹ 4,62,20,141Document Cost
₹ 25,000Tender Fee
₹ 2,500
Summary
Augmentation Cum Reorganization Of Aapni Yojana Phase I Karmsana Feeder Water Supply Project
Description
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Contact
Tender Id
2024_PHCJ_431617_1Tender No
03/2024-25 ACE (P) PHED ChuruTender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
Augmentation cum Reorganization of Aapni Yojana Phase I Karmsana Feeder Water Supply Project including 10 Years O and M District Churu
Augmentation cum Reorganization of Aapni Yojana Phase I Karmsana Feeder Water Supply Project including 10 Years O and M District Churu
BOQ Items
90 mm dia.
47753
82
3915746
110 mm dia.
60359
82
4949438
125 mm dia.
11412
128
1460736
140 mm dia.
18529
128
2371712
160 mm dia.
28914
180
5204520
180 mm dia.
23511
180
4231980
200 mm dia.
17727
180
3190860
225 mm dia.
7660
180
1378800
100 mm dia.
35266
128
4514048
150 mm dia.
59056
128
7559168
200 mm dia.
27656
180
4978080
250 mm dia.
8888
180
1599840
300 mm dia.
7078
288
2038464
350 mm dia.
9500
288
2736000
500 mm dia.
14700
288
4233600
600 mm dia.
19142
288
5512896
900 mm dia.
200
461
92200
1100 mm MS 8 mm Thick
12936
461
5963496
1200 mm MS 8 mm Thick
3010
461
1387610
Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto 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, 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. (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.
-
-
-
100 mm dia.
35266
1145
40379570
150 mm dia.
59056
1644
97088064
200 mm dia.
27656
1986
54924816
250 mm dia.
8888
2573
22868824
300 mm dia.
7078
3271
23152138
350 mm dia.
9500
3822
36309000
500 mm dia.
14700
6587
96828900
600 mm dia.
19142
8520
163089840
900 mm dia.
200
18025
3605000
Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; including external 3LPE/DFBE/PU coating and internal DTM PU coating
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.
-
-
-
1100 mm MS 8 mm THICK
12936
25450
329227926.72
1200 mm MS 8 mm THICK
3010
28932
87086945.4
Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (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 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 may be in coil or straight length in 6 M/12 M.
-
-
-
75 mm dia.
219712
162
35593344
90 mm dia.
47753
236
11269708
110 mm dia.
60359
360
21729240
Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (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 of pipe shall be in straight length in 6/12 M.
-
-
-
125 mm dia.
11412
493
5626116
140 mm dia.
18529
615
11395335
160 mm dia.
28914
772
22321608
180 mm dia.
23511
968
22758648
200 mm dia.
17727
1157
20510139
225 mm dia.
7660
1457
11160620
Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(ammended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside fastners - CS/ Galvenised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.
Note: Rates are exclusive of connecting tee, pipe piece and earth work..
-
-
-
100 mm dia.
64
20219
1294016
150 mm dia.
2
33199
66398
Providing, lowering, aligning, fixing in position and Jointing in pipe line, combination Air Release Valve Kinetic type with single chamber housed Double orifice and have 3 functions, large Air exhaust, small Air venting and large air intake during vacuum of pipeline of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512 ,Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865,Float & internal trim: AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside Fasteners - CS/ Galvanised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512. ), Valve including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.
Note: Rates are exclusive of connecting tee, pipe piece and earth work.
-
-
-
50 mm dia.
232
14312
3320384
Construction of Air valve pillar for fixing of Air valves
298
22260
6633480
Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
100 mm dia.
54
9011
486594
150 mm dia.
41
14788
606308
200 mm dia.
10
22846
228460
250 mm dia.
3
36542
109626
300 mm dia.
3
48414
145242
Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings- bronze/ PTET or Teflon with EPDM/NBR "O" ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Class PN 1.0/1.6 Manually Operated with Gear Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
350 mm dia.
2
78704
157408
500 mm dia.
3
156113
468339
600 mm dia.
3
198462
595386
1000 mm dia.
3
669758
2009274
Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Manually Operated CI Sluice Valves of Class PN 1.0 Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
80 mm dia.
118
4695
554010
100 mm dia.
99
6468
640332
125 mm dia.
28
8357
233996
150 mm dia.
25
10205
255125
200 mm dia.
16
16802
268832
250 mm dia.
3
26643
79929
Cosntruction of valve chamber for Sluice Valves, Flow Control Valve and Butterfly valve as per approved drawing and specifications to the satisfaction of Engineer-in-charge
-
-
-
Type - A (80 mm to 100 mm dia)
233
24400
5685200
Type - B (125 mm to 200 mm dia)
90
31300
2817000
Type - C (250 mm to 350 mm dia)
7
41100
287700
Type - E (500 mm to 600 mm dia)
6
58600
351600
Type - G (800 mm and above)
3
81700
245100
Cosntruction of Scour valve chamber as per approved drawing and specifications to the satisfaction of Engineer-in-charge
11
65010
715110
Construction of Village Transfer Chamber as per approved design, drawing & specification given for material of construction and completion of all works of installation of sluice valves, D.joints, C.I. pipes, specials (excluding supply) etc. complete in all respect to achieve the work as given in the scope of work.
125
97200
12150000
Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6
-
-
-
100 mm dia.
35
2688
94080
150 mm dia.
20
4219
84380
200 mm dia.
26
6354
165204
250 mm dia.
6
8862
53172
300 mm dia.
3
10791
32373
350 mm dia.
2
13688
27376
500 mm dia.
3
25208
75624
600 mm dia.
3
35917
107751
Providing, lowering, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6
-
-
-
1000 mm dia.
3
137608
412824
Construction of RCC INTZE type Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges including providing and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, column, bracing, carbonation paint on external surface of top dome, food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightness test as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required),painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work .
-
-
-
Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 20 M
-
-
-
100KL Each ( 100 KL X 2 Nos.)
200000
21
4376400
150 KL Each ( 150 KL X 3 Nos.)
450000
18
8542800
200 KL Each ( 200 KL X 5 Nos.)
1000000
17
17934000
300 KL
300000
15
4784850
Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
-
-
-
100 mm dia.
592
1782
1054944
150 mm dia.
505
2583
1304415
200 mm dia.
172
3349
576028
250 mm dia.
55
4534
249370
300 mm dia.
9
5724
51516
Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect.
1300
4719
6134700
Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints.
13000
87
1131000
Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
21495.55
802
17239429.5
Providing and laying in position cement concrete M10 grade nominal mix 1:4:8 (1 Cement : 4coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
12643.9
3452
43646742.8
Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
15671.38
5138
80519524.75
Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
-
-
-
Bituminous courses
2769.37
356
985895.96
Granular courses
47592.11
247
11755251.66
Provision for Restroration of Bitumen Road after laying & jointing pipe line as per direction of Engineer In charge
207809.9
350
72733465
Provision for Restoration of WBM Road cutting as per specifications.
42674.9
280
11948972
Total Length of Canal Corssing during laying of pipe at various locations
60
7715
462900
Providing service connection as per technical specification and standard drawing as per relevant IS code (ammended up to date) from all kind of water mains up to consumer meter/premises (complete job). This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of cement concrete, WBM, Black top etc. of all thickness; cutting of CC road/jhiri by using a concrete cutter machine; depositing and refilling of pit & jhiri watering and ramming/compacting in layers and disposal of surplus excavated soilas directed with in a lead of 50 meter; providing and fixing of all fitting duty approved in accordance with ISO/DTR 9080 as per specification for portable water including approved make of MS/PVC clamp with saddle piece, gunmetal ferrule 4.0 mm (ISI make), valve (IS: 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISO 4424 below ground level and P&F GI pipe 15 mm dia class B (ISI mark) above ground level in the premises for fixing tap (max. length2.0 mtr.), P&F a 15 mm bib cork with foam flow chrome plated with complete brass body including brass handle having good quality with wt 300 to 325 gm, including accessories with flushing , cleaning, disinfecting and testing of pipeline complete required for making of service connection complete in all respect including labour charges. In addition to the ferrule, an orrifice of 4.0 mm dia should also be provided in the service line at the entry pointy of consumer's property in such a way that it should be accessible for inspection to VWSC, PHED and any other authority which woyld like to inspect as and when required. The service line should be laid atleast 45 cm below ground level, except in case of concrete/bituminous raods where minimum depth shall be 20cm. For details specifications of MDPE pipes please refer "Technical Specifications" of bid document. General specifications of MDPE pipes shall be as under: The raw material shall be virging PE 80 blue compound and comply with the requirement of ISO/directive of testing material : 9080 with minimum required strength of 8 Kg/sq.cm. ; The raw material shall be food grade quality ; ressure rating shall be 12.5 Bar ; The pipes shall bear ISO marking
14694
2249
33046806
Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block against damaged, including all lead and lift as per Technical specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 80 mm thick
1000
268
268000
Add extra over item no 1.21 & 1.22 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
88164
40
3526560
Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer.
Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification.
-
-
-
300 mm Dia 8 mm thick casing pipe with protective coating.
200
15215
3043000
Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix/Design Mix
50
4100
205000
Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.
120
117
14040
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Five level.
-
-
-
Thermo-mechanically Treated bars (Conforming of relevent IS code)
1200
68
81600
Provision updation of existing surge system for Design,Supply and installation of suitable Surge Protection Devices to protect the Pumping main including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer etc,complete in all respect.
1
10000000
10000000
Part B : Pump House & CWR
-
-
-
Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete excluding flanged jointing wherever (required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.
-
-
-
MS pipe upto 600 mm dia (with minimum 5mm thickness sheet
26916.9
103
2772441.03
MS pipe above 600mm dia (with minimum 6.3mm thickness sheet)
19123.4
112
2141820.8
Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6
-
-
-
80 mm dia.
7
7143
50001
100 mm dia.
19
9011
171209
125 mm dia.
41
12884
528244
150 mm dia.
56
14788
828128
200 mm dia.
8
22846
182768
250 mm dia.
6
36542
219252
300 mm dia.
12
48414
580968
350 mm dia.
3
93558
280674
400 mm dia.
4
119248
476992
500 mm dia.
3
210689
632067
600 mm dia.
4
298886
1195544
700 mm dia.
6
607910
3647460
1000 mm dia.
3
1788722
5366166
Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6
-
-
-
80 mm dia.
8
2393
19144
100 mm dia.
32
2688
86016
125 mm dia.
46
3566
164036
150 mm dia.
60
4219
253140
200 mm dia.
8
6354
50832
250 mm dia.
8
8862
70896
300 mm dia.
12
10791
129492
350 mm dia.
5
13688
68440
400 mm dia.
8
18706
149648
500 mm dia.
3
25208
75624
600 mm dia.
10
35917
359170
Providing, lowering, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6
-
-
-
700 mm dia.
6
74172
445032
1000 mm dia.
3
137608
412824
Cosntruction of valve chamber for Sluice and Butterfly Valves as per approved drawing and specifications to the satisfaction of Engineer-in-charge
-
-
-
Valve Chamber (80 mm to 100 mm dia)
2
24400
48800
Valve Chamber (400 mm to 500 mm)
4
46800
187200
Valve Chamber (500 to 600 mm)
2
58600
117200
Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings- bronze/ PTET or Teflon with EPDM/NBR "O" ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Class PN 1.6, Motorised Operated
Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
250 mm dia.
2
142353
284706
350 mm dia.
2
190400
380800
500 mm dia.
2
264067
528134
600 mm dia.
4
322090
1288360
Providing, lowering, laying, aligning, fixing in position and jointing in pipe line, DI dual plate check valves of PN 1.6 rating of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
-
-
-
80 mm dia.
2
11002
22004
100 mm dia.
10
11721
117210
125 mm dia.
12
11589
139068
150 mm dia.
20
20461
409220
250 mm dia.
2
55551
111102
Providing, lowering, laying, aligning, fixing in position and jointing in pipe line, DI dual plate check valves of PN 1.0 rating of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications
and as per direction of Engineer.
-
-
-
500 mm dia
2
117415
234830
600 mm dia.
4
286100
1144400
Providing and fixing at site with necessary packing, Horizontal Centrifugal Split Casting pumps with 4 pole induction motor as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions.
Note: Duty condition of required pump shall also be mentioned in BoQ
-
-
-
25.55 LPS, 59 M HEAD
2
129000
258000
14.65 LPS, 86 M HEAD
2
129000
258000
31.90 LPS, 69 M HEAD
2
202500
405000
161.62 LPS, 59 m head
2
647200
1294400
242.43 LPS, 79 m head
2
881200
1762400
72.32 LPS, 34 M HEAD
2
189900
379800
Providing and fixing at site with necessary packing, Horizontal Centrifugal Split Casting pumps with 4 pole induction motor as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions.
Note: Duty condition of required pump shall also be mentioned in BoQ.
-
-
-
32.75 LPS, 78 M HEAD
2
202500
405000
18.65 LPS, 73 M HEAD
2
129000
258000
26.90 LPS, 65 M HEAD
2
129000
258000
25.64 LPS, 79 M HEAD
2
129000
258000
31.84 LPS,76 M HEAD
2
202500
405000
55.35 LPS, 31 M HEAD
2
175900
351800
Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 operating at sync. speed 2900 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
-
-
-
6.23 LPS, 41 M HEAD
2
32943
65886
25.69 LPS, 47 M HEAD
2
80090
160180
11.89 LPS, 64 M HEAD
2
61955
123910
6.42 LPS, 38 M HEAD
2
32943
65886
18.39 LPS, 60 M HEAD
2
80090
160180
4.95 LPS, 38 M HEAD
2
32943
65886
15.32 LPS, 10 M HEAD
2
32943
65886
16.92 LPS, 52 M HEAD
2
61955
123910
22.19 LPS, 49 M HEAD
2
80090
160180
15.93 LPS, 35 M HEAD
2
58875
117750
14.96 LPS, 72 M HEAD
2
80090
160180
6.11 LPS, 50 M HEAD
2
40926
81852
Providing, installation, testing and commissioning of Submerged Centrifugal Pump sets with motor ( water immersed, dry air filled, class "F" insulated TEWC motor integrally mounted on volute casing pump sets for drinking water ) 3 phase, +/- 3%, 415 volt +/- 10%, along with suitable foundation/ installation device and with 10 mtr cable, material of construction of impeller SS, casing (volute) CI, wearing ring SS, etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
-
-
-
468.29 LPS, 39 m head
3
3616000
10848000
351.22 LPS, 64 m head
6
4556160
27336960
608.42 lps, 15 m head
2
1333018
2666036
Supplying, erecting, testing & commissioning of Electrically Operated Travelling Crane (EOT) .Main girder & End Carriage fabricated from Rollled Steel Section, Gear Box for all motion, Electro Magnetic Friction Disc Type Brakes, all safety limit switches, LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor of adequate rating (KW), duly painted mechanical cleaning and one coat of primer and two coat of synthetic paint and as per the direction of the Engineer.
-
-
-
3 MT Capacity
-
-
-
Span 7 M and Lift 6 M
7
457900
3205300
5 MT Capacity
-
-
-
Span 7 M and Lift 6 M
1
534000
534000
Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxicsuitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical specifications and as per direction of Engineer-incharge.
Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
Manually Operated CI Sluice valve of Class PN-1.0
-
-
-
100 mm dia.
2
6468
12936
400 mm dia.
4
85983
343932
600 mm dia.
2
198854
397708
Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
-
-
-
100 mm dia.
30
1782
53460
400 mm dia.
40
8040
321600
600 mm dia.
20
14981
299620
700 mm dia.
40
19417
776680
Design & Construction of clear water reservoirs of required capacity at following places, including its piping, fittings, etc complete in all respect as per the scope of work & specifications given in the tender document at the following places & sizes .
-
-
-
TPS KARAMSANA
2200
4290
9438000
Design, Manufacturing and Supply of Batch Type Electro chlorinator of capacity as per requirement
3700
500
1850000
Part C : RWR & Sump & WTP
-
-
-
Construction of Raw Water Reservoir complete of the following capacities and it includes the cost for E/W of RWR , lining in sides & bottom, Dowel, Toe wall, Ramp, inlet chamber with sluice gates, road, electrification, Raw water pumping main from RWR to RWPS/ Sump and RCC sump with all fittings etc. (as shown in layout plan drawing of proposed RWR appended in Vol. -III of TD), complete job as per specifications, approved drawings and instructions of EIC .
-
-
-
At Karmsana 0.8 MCM
800000
240
192000000
At Sahawa 0.60 MCM
600000
240
144000000
Construction of Pump house/Civil structure of required size suitable for installation of pump sets/intake system at RWR at Sahawa as per approved GA drawing, scope of work and technical specification complete work in all respect.
-
-
-
For Raw water at Dhannasar
400
16225
6490000
For Raw water at Karmsana
90
16225
1460250
For Raw water at Sahawa
90
16225
1460250
Construction of RCC Sump for 30 minuts capacity at Gandheli head size 20X20X9=3600 cum
3600
10000
36000000
Cunstruction of RCC open chanal from canal outlet to sump
50
20000
1000000
Construction of mtc. Staff quarter J-4 type
1
1964686
1964686
Provision for campus Road , campus ligthing, Drainage etc.
1
1000000
1000000
Construction of Boundry Wall
200
4719
943800
Part D : Repair Works
-
-
-
Construction of Head room over sump at Sahawa and construction of cutout for centrifugle submersible pumps
-
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
83.88
124
10401.12
M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
15.29
3070
46940.3
Cement Mortar 1:6 (1-Cement:6-Sand).
38
2550
96900
Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix/Design Mix
8.51
4100
34891
Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix
11.14
4730
52692.2
Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.
21.28
117
2489.76
Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc.
224.39
215
48243.85
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Five level.
-
-
-
Hot rolled deformed bars (IS : 1139).
3085.05
68
209783.4
Cement Mortar 1:6 (1-Cement:6-coarse sand).
40.34
4250
171445
Patially fixed and partially openable fixed area not exceed 33%
8.64
2500
21600
14 mesh x 24 gauge
8.64
509
4397.76
Providing and fixing Square bars or other flat welded to window, ventilators etc.
44.86
60
2691.6
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
6.4
73
467.2
Providing and fixing 1 mm thick M.S. sheet garage door shutters with frame of 40x40x6mm, angle iron 3mm M.S. gusset plate at the junction and corners including all fittings and applying a coat of approved steel primer : (Excluding cost of frames).
-
-
-
Using M.S. angles 40x40x6mm for diagonal braces.
2.4
2484
5961.6
Suppling and fixing of rolling shutters of approved make, made of 80x1.25mm ms 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 arrangments for in side and out side locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3 cm long wire spring grade No 2 and ms top cover 1.25 mm thick for rolling shutters as per design (Clear openable area to be measured for payment.).
10.5
1647
17293.5
Add extra over item No 9.13 for providing mechanical device chain and crank operation for oprating rolling shutters Exceeding 10.0 Sqm and upto 16.80 Sqm in the aera
10.5
551
5785.5
Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished:
-
-
-
20 mm thick.
551.8
160
88288
Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding.
327
26
8502
Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:
-
-
-
New work (Two or more coats applied @ 3.84 kg/10 sqm).
224.8
60
13488
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.
-
-
-
75 mm thick with 20 mm thick nominal size aggregate.
252.91
348
88012.68
Demolishing of R.C.C. work including stacking of steel bars and disposal of unserviceab le material within 50 meters lead.
0.54
605
326.7
Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete.
1000
63
63000
Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.
500
76
38000
Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked medium duty PVC conduit & it's accessories, round tiles,Hot Dipped Galvanized Modular Box with earth terminal, 6 A Modular switch,Modular plate with grid plate, screws, making connections, testing etc. as required.
-
-
-
Short point (up to 3 mtr.)
2
208
416
Medium point (up to 6 mtr.)
3
301
904.8
Long point (up to 10 mtr..)
10
406
4064
Wiring of 3 pin 5 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) of approved make in surface / recessed ISI marked medium duty PVC conduit & it's accessories, Hot Dipped Galvanized M.S Modular box of 20 SWG with earth terminal, 6 A modular switch, 6 A modular socket, Modular plate with grid plate, screws, making connections, testing etc. as required.
-
-
-
On board
2
195
390.4
Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI marked (IS:694) of 1.1 kV grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required.
-
-
-
2 x 2.5 sq. mm. + 1x1.5sqmm
50
45
2252.5
Construction of Dome over Existing CWR at Sahawa
-
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
43.57
124
5402.37
M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
5.81
3070
17836.7
Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix
30.37
4420
134235.4
Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Arches, arch ribs, domes, vaults, shells, folded plate, chimneys, shafts , roofs having slope more than 15º ,vertical and horizontal fins individually or forming box louvers, facias and eaves boards M20 grade Nominal Mix / Design Mix
30.14
4620
139246.8
Providing M-30 grade concrete by using min 420 kg of cement per cum instead of M-20 grade design mix.
60.51
122
7382.22
Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :
-
-
-
Walls (any thickness) including attached pilasters,buttresses plinth and string course.
203.47
205
41711.76
Arches, domes, vaults etc. exceeding 6 Mtr. span.
200.96
498
100078.08
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Five level.
-
-
-
Hot rolled deformed bars (IS : 1139).
9500.07
68
646004.76
Supplying and fixing fixed wire gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance.
-
-
-
14 mesh x 24 gauge
2.8
509
1425.2
Providing and fixing 1 mm thick M.S. sheet garage door shutters with frame of 40x40x6mm, angle iron 3mm M.S. gusset plate at the junction and corners including all fittings and applying a coat of approved steel primer : (Excluding cost of frames).
-
-
-
Using M.S. angles 40x40x6mm for diagonal braces.
0.36
2484
894.24
Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:
-
-
-
New work (Two or more coats applied @ 3.84 kg/10 sqm).
297.04
60
17822.64
Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.
500
76
38000
Add for misc work
1
57502
57502.01
Repair of Office building, residential buildings at Lalaniya, Sahawa and karmsana, Dabri, Kanjan, Bhalau Tiba campus, all work civil, electric, water supply, Road, drainage, cleaning, horticulture, etc. complete
-
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
20
124
2480
Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :
-
-
-
Cement Mortar 1:6 (1-Cement:6-Sand).
15
2550
38250
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in:
-
-
-
Cement Mortar 1:6 (1-Cement:6-coarse sand).
5
2966
14830
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :
-
-
-
Cement Mortar 1:6 (1-Cement:6-coarse sand).
15
4250
63750
Repair to brick masonary in cement sand mortar with taking out of Deceayed from wall and replaceing with new briks.Cement Sand Mortar 1:6. with new brick.
350
310
108500
Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead : With cement mortar 1 :4 ( 1 cement : 4 Fine sand)
700
147
102900
Repair to stone masonary in cement sand mortar 1:6 with old and new stone.
200
161
32200
Cutting jhiri above 75mmx75mm and below 150x150 mm etc. and making good.
500
24
12000
Scraping old surface and redoing lime loi or sandla.
8000
38
304000
Cement plaster 1:3 under old stone slabs with admixture (gur,nails,binding wire to mesh and scraping scales & dressing joints of slabs complete.
-
-
-
Proofing above 25 mm & upto 60 mm thickness.
200
237
47400
Patch repair to cement concrete floor including digging out old floor in regular shape and removal of rubbish curing etc. complete in all respects.
200
232
46400
Removal and refixing stone chhajja 50 to 75 mm thick including finishing, complete in all respects.
50
92
4600
Renewing glass panes, with puty and nails wherever necessary:
-
-
-
5.5 mm thick plain glass panes.
50
655
32750
Renewing glass panes with wooden fillets wherever necessary:
-
-
-
5.5 mm thick plain glass panes.
50
543
27150
Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in R.C.C. slab / stone slab roofing including cutting chase and making good and painting exposed portion of the clamps complete:
-
-
-
In existing roof.
20
107
2140
Replacing broken roofing slab in patches including lime terrace, ceiling plaster etc. including removal of broken slabs.
100
1289
128900
Guniting damaged R.C.C. slab, beams and columns for strengthening with cement sand mortar 1:2 (1-Cement:2-sand) including preparing the surface, making 'V' shaped joints, cleaning the reinforcement bars with jet of potable water and drying with compressed air, including cost of centering and shuttering and finishing to match the existing surface etc. complete, including provided M.S. welded mesh to gauge 25 mm x 25 mm framing with average thickness of 25 mm.
50
1516
75800
Chopping loose and cracked concrete to required depth, cleaning the exposed surface of steel and concrete with wire brush and sand blasting, clening with a jet of water / air as necessary and getting it dried with compressed air including all scaffolding:
-
-
-
Depth 50 mm to 75 mm.
50
242
12100
Depth 75 mm to 100 mm.
50
327
16350
Repair of door, window shutters including cost of material and labour for change of damaged :
-
-
-
Style / rail of teak wood 30mm thick/ Aluminium Section
-
-
-
4"wide
20
220
4400
6" wide
20
302
6040
Panel by
-
-
-
Shuttering Ply - 9mm thick (Commercial)
15
495
7425
Wire Gauge 14 mesh x 24 gauge
50
441
22050
Plain Glass Panes 4mm thick
20
358
7160
Aldrop of mild Steel
-
-
-
12" long x12mm dia
20
120
2400
8" long x 10mm dia
25
88
2200
Stopper of Aluminium with
-
-
-
Single Rubber Gutka
100
27
2700
Double Rubber Gutka
50
37
1850
Door Springs of mild Steel
4
132
528
Steel Hinges
-
-
-
For Wooden Chowkhat 3" size.
30
18
540
For Wooden Chowkhat 4" size
30
28
840
For Stone Chowkhat ,4"size
20
24
480
Mild Steel Tower Bolt 6" long
50
32
1600
Steel Locking Bolt
10
44
440
Steel Handle 6" size
50
18
900
Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level
-
-
-
M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
20
3570
71400
M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
20
3070
61400
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggre -gate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
200
244
48800
Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix
30
4420
132600
Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :
-
-
-
Walls (any thickness) including attached pilasters,buttresses plinth and string course.
150
205
30750
Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc.
300
215
64500
Columns, pillars, posts and struts etc.
30
245
7350
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Five level.
-
-
-
Hot rolled deformed bars (IS : 1139).
2000
68
136000
Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished:
-
-
-
20 mm thick.
4000
160
640000
Providing and fixing expanded metal mesh of size 20x60 mm and strands 3.5 mm vide 1.6 mm thick weighing 3.64 Kg. Per Sqm. for encasing of rolled steel sections in beams, columns and grillages excluding cost of hangers.
70
177
12390
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :
-
-
-
Cement Mortar 1:6 (1-Cement:6-coarse sand).
50
4250
212500
Half brick masonry in Superstructure , above plinth level upto floor Five level using F.P.S. bricks of designation 75
-
-
-
Cement mortar 1:4 (1-Cement:4-coarse sand).
150
427
64050
Brick work in partition in super structure upto five storey 7cm. thick (brick on edges) using F.P.S. bricks of class designation 75 in :
-
-
-
Cement mortar 1:4 (1-Cement:4-coarse sand).
150
358
53700
Supplying and fixing machine cut and polished stone shelves, tands and sills in CM 1:3 with machine cut edges:
-
-
-
Sand or other approved stone 25 mm thick.
20
1150
23000
Sand or other approved stone 35 mm thick.
20
1180
23600
Sand or other approved stone 50 mm thick.
50
1125
56250
Kota stone 25 to 30 mm thick.
200
545
109000
Supplying and fixing stone lintels / bed plates of approved quarry rough dressed in cement mortar 1:4
-
-
-
Up to 15 Cm. thick.
2
8200
16400
Above 15 cm. thick.
2
7580
15160
Providing and fixing 30 to 40 mm thick stone chajjas in cement sand mortar 1:4 including making gola at junction with wall in cement concrete M-15 grade (1:2:4 nominal mix), drip course :
-
-
-
20 mm thick plastering in CM 1:6 on both faces.
10
477
4770
Providing and fixing Granite stone slab mirror polished and machine edge cut in Walls, Pillars, Steps, Shelves, Sills, Counters. Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 jointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with pigment to match the shade of the marble slab complete including grinding, rubbing and polishing of:
-
-
-
Jhunjhunu / Jalore (Red / Choclate Colour)
-
-
-
Above 3601 Cm2 Slabs
20
3350
67000
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4(1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.
-
-
-
Size of Tile 60x60 cm
500
934
467000
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer in charge in skiriting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white mixed with pigment of matching shade complete.
-
-
-
Category - I : Kajariya, Jhonson, Orient, Somani make etc.
50
802
40100
Providing & fixing in cement sand mortar 1:4 single paitam (rebated) stone doors windows and ventilator frames of approved quarry :
-
-
-
Size 100x75mm.
25
152
3800
Size 125x100mm.
25
160
4000
Providing and fixing in CM 1:4 double paitam (rebated) stone door window and ventilator frames of approved quarry :
-
-
-
Size 125 x 100mm.
50
175
8750
Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal, dehydreresin in glue both sides with approved steel fittings complete as per Annexure ‘A’
-
-
-
30 mm thick shutter
-
-
-
Commercial Veneer both side
22.8
1287
29343.6
Decorative teak veneer One side
30
1410
42300
Providing and fixing fully paneled double leaf shutter for doors as per approved design and drawing with approved ordinary C.P./oxidized steel fittings as per Annexure – A’ and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mmx12mm on both faces complete :
-
-
-
30 mm thick Ghana teak wood grade - I
-
-
-
Wire gauge 24 gauge 14 mesh of IS designation 85 gauge wires of dia 0.56 mm panels
20
3200
64000
Demolishing cement concrete including disposal of material within 50 meter lead :
-
-
-
1:3:6 or richer mix.
15
414
6210
Demolishing of R.C.C. work including stacking of steel bars and disposal of unserviceab le material within 50 meters lead.
4
605
2420
Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.
-
-
-
In Cement mortar.
8
350
2800
Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete.
200
63
12600
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
20
73
1460
Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design).
2000
67
134000
Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.
1000
76
76000
Providing & fixing ms sheet single leaf door shutters in angle iron frame 35x35x5 mm suitablly diagonally braced with 25x3mm flat ironabove and below lock rail of size 50x5 mm beading extra includingall fittings, as per direction of engg. incharge but excluding coes of chokhats including two coats of anti corrastie red oxide primer panit.
-
-
-
MS sheet 18 SWG
20
1682
33640
Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steel handles and peg stay etc. as required.
-
-
-
Patially fixed and partially openable fixed area not exceed 33%
21.6
2500
54000
Supplying and fixing fixed wire gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance.
-
-
-
14 mesh x 24 gauge
21.6
509
10994.4
Providing and fixing 20 mm thick precast terrazo tiles of approved make, with marble chips of size upto 6mm laid over roof with neat cement slurry mixed with pigment to match the shade of the tiles, including cutting ,grinding rubbing with machine complete on 20 mm thick bed of cement sand mortar 1 : 4.
200
359
71800
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches by sandal/loi. (only for colour changing only).
2000
2
4000
Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding.
2000
26
52000
Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:
-
-
-
New work (Two or more coats applied @ 3.84 kg/10 sqm).
2500
60
150000
Old work (One or more coats).
2500
24
60000
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
-
-
-
Two or more coats on new work.
120
40
4800
One or more coats on old work.
120
27
3240
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.
-
-
-
40 mm thick with 20 mm thick nominal size aggregate.
75
245
18375
75 mm thick with 20 mm thick nominal size aggregate.
75
348
26100
Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand)
-
-
-
For area of each slab up to 900 Sq. Cm
50
718
35900
For area of each slab up to 901 to 2000 Sq. Cm 25 mm thick slab.
50
785
39250
Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level
-
-
-
M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
0.3
3570
1071
Add 10 % for water supply and Sainatry works
1
444462
444462.7
Add for Electric works
1
378576
378576.71
Horticulture
-
-
-
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit to required compaction as per MoRT&H specification clause 201. (Measurment of girth to be done at height of 1 m above ground level)
-
-
-
Girth from 300 mm to 600 mm
100
284
28400
Clearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201.
5
22100
110500
Supply of dry manure including loading unloading, transportation & stacking at site.
-
-
-
From yard manure (organic)
10
420
4200
Compost
10
525
5250
Goat dungmanure
10
630
6300
Supply & Stacking good earth at site complete including loading unloading & transporation etc.
200
152
30400
Supply of insecticides & pesticides at store in dust/liquid form complete
-
-
-
Methly Prathion 2%
10
575
5750
Supply of different varities of tree/ shrubs/climbers according to height and age of the plant at site including loading/unloading & transportation etc. complete:
-
-
-
Different flowing plants 900 mm to 1500 mm
100
63
6300
Different varrities of shrubs 600 mm to 900 mm
100
31
3150
Different varrities of climbers 900 mm to 1500 mm
100
52
5250
Laying of lawns including ploughing levelling breaking of clods manuring & removal of stones etc. (Cost of manure of extra good earth to be paid seperatley) Maintenance of lawns for 30 days of more till the grass forms a thick lawns free from weeds & fit for mowing in the duration of planting if lawn die some where the contractor will replant it at his own cost.
-
-
-
In rows 7.5 Cms. apart in either direction
1000
22
22050
Renovating lawns including weeding cheeling the grass forking the ground top dressing with manure. Mixing the same with forked soil watering maintaing the lawns for 30 days or more till grass forms a thick lawns free from weeds & fit for mowing & disposal of rubbish as directed.
1000
44
44100
Road And Drainage Work
-
-
-
Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.
-
-
-
Grading - II Material
56.25
887
49893.75
Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete
-
-
-
Crusher broken - Grade-II (63-45mm)
56.25
1320
74250
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
375
20
7500
Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including cost of anti-stripping compound wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.
-
-
-
With Bitumen VG-grade 30
1500
94
141000
Providing and applying premixed seal coat Type "B" comprising of thin application of fine aggregate 0.06 cum/ 10 sqm premix with bitumen binder @ 6.8 Kg/ 10 Sqm (including cost of anti-stripping compound wherever required) laying with paver finisher with electronic sensor control and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
-
-
-
With Bitumen VG-grade 30
1500
38
57000
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
50
124
6200
Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :
-
-
-
Cement Mortar 1:6 (1-Cement:6-Sand).
40
2550
102000
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in:
-
-
-
Cement Mortar 1:6 (1-Cement:6-coarse sand).
20
2966
59320
Providing and Laying Reinforced cement concrete pipe NP4/ prestrssed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of MoRT&H specification including all material, labour form work, machinery.
-
-
-
200 mm internal diameter
100
551
55100
Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc
-
-
-
Standard Size 600x800mm (75mm thick) for span 300 to 450mm
20
1400
28000
Providing and laying lean cement concrete 1:4:8 in 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 blending to be as per table 600-1, cement content not to be less than 150 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 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion
28.13
2390
67218.75
Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator 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 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion.
-
-
-
PCC M-30
28.13
4940
138937.5
Campus lighting
-
-
-
Supply and erection of Octagonal pole of following length and dimension as per table-3 with base plate on the cement concrete foundation of M-15 /M-20 grade (1:1.5:3) with the help of anchor bolts of grade 6.8 (IS 1367 P III ). The pole shall be made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. The pole shall have a weatherproof flush door and locking arrangements. The complete work shall be supervised and certified by the manufacturers for satisfactory supply, erection, testing and commissioning.
-
-
-
7 Mtr
25
12770
319250
Supply, Erection and Fixing of hot dipped galvanised Overhang (60 X 3.25 mm) with cap (250 x 137.9 x 4.05 mm) over the existing poles
-
-
-
Single arm overhang
25
1106
27650
P & F of IP 65/ 67 protected LED flood light system with aluminium housing, 3 X 1W, 220V, 50Hz LED lamps with dynamic color changing capability available in quick connecting cable coupled with various mounting accessories. Ability to create 16.7 million uniform, smooth and brilliant colors without revealing any lamp image. Available in 5 colors – amber, green, blue, red and white.
25
2212
55300
Providing & Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size
-
-
-
10.0 Sq.mm 2 cor
400
118
47200
Repair of Pump house/Buffer PS/WTP building at Karmsana like repair of plaster, floor, roof, doors, windows, colour washing, painting etc.
-
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
20
124
2480
Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :
-
-
-
Cement Mortar 1:6 (1-Cement:6-Sand).
15
2550
38250
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in:
-
-
-
Cement Mortar 1:6 (1-Cement:6-coarse sand).
5
2966
14830
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :
-
-
-
Cement Mortar 1:6 (1-Cement:6-coarse sand).
15
4250
63750
Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead : With cement mortar 1 :4 ( 1 cement : 4 Fine sand)
200
147
29400
Repair to stone masonary in cement sand mortar 1:6 with old and new stone.
200
161
32200
Cutting jhiri above 75mmx75mm and below 150x150 mm etc. and making good.
20
44
880
Scraping old surface and redoing lime loi or sandla.
1200
38
45600
Patch repair to cement concrete floor including digging out old floor in regular shape and removal of rubbish curing etc. complete in all respects.
200
232
46400
Removal and refixing stone chhajja 50 to 75 mm thick including finishing, complete in all respects.
10
92
920
Renewing glass panes, with puty and nails wherever necessary:
-
-
-
5.5 mm thick plain glass panes.
50
655
32750
Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in R.C.C. slab / stone slab roofing including cutting chase and making good and painting exposed portion of the clamps complete:
-
-
-
In existing roof.
10
107
1070
Chopping loose and cracked concrete to required depth, cleaning the exposed surface of steel and concrete with wire brush and sand blasting, clening with a jet of water / air as necessary and getting it dried with compressed air including all scaffolding:
-
-
-
Depth 50 mm to 75 mm.
50
242
12100
Depth 75 mm to 100 mm.
50
327
16350
Repair of door, window shutters including cost of material and labour for change of damaged :
-
-
-
Style / rail of teak wood 30mm thick/ Aluminium Section
-
-
-
4"wide
5
220
1100
6" wide
3
302
906
Panel by
-
-
-
Shuttering Ply - 9mm thick (Commercial)
15
495
7425
Wire Gauge 14 mesh x 24 gauge
10
441
4410
Plain Glass Panes 4mm thick
2
358
716
Aldrop of mild Steel
-
-
-
12" long x12mm dia
10
120
1200
8" long x 10mm dia
10
88
880
Stopper of Aluminium with
-
-
-
Single Rubber Gutka
10
27
270
Double Rubber Gutka
10
37
370
Door Springs of mild Steel
2
132
264
Steel Hinges
-
-
-
For Wooden Chowkhat 3" size.
10
18
180
For Wooden Chowkhat 4" size
10
28
280
For Stone Chowkhat ,4"size
10
24
240
Mild Steel Tower Bolt 6" long
50
32
1600
Steel Locking Bolt
10
44
440
Steel Handle 6" size
20
18
360
Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level
-
-
-
M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
2
3570
7140
M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
2
3070
6140
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggre -gate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
200
244
48800
Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix
12
4420
53040
Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :
-
-
-
Walls (any thickness) including attached pilasters,buttresses plinth and string course.
20
205
4100
Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc.
50
215
10750
Columns, pillars, posts and struts etc.
5
245
1225
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Five level.
-
-
-
Hot rolled deformed bars (IS : 1139).
200
68
13600
Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished:
-
-
-
20 mm thick.
200
160
32000
Providing and fixing expanded metal mesh of size 20x60 mm and strands 3.5 mm vide 1.6 mm thick weighing 3.64 Kg. Per Sqm. for encasing of rolled steel sections in beams, columns and grillages excluding cost of hangers.
10
177
1770
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :
-
-
-
Cement Mortar 1:6 (1-Cement:6-coarse sand).
10
4250
42500
Half brick masonry in Superstructure , above plinth level upto floor Five level using F.P.S. bricks of designation 75
-
-
-
Cement mortar 1:4 (1-Cement:4-coarse sand).
20
446
8920
Brick work in partition in super structure upto five storey 7cm. thick (brick on edges) using F.P.S. bricks of class designation 75 in :
-
-
-
Cement mortar 1:4 (1-Cement:4-coarse sand).
15
358
5370
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer in charge in skiriting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white mixed with pigment of matching shade complete.
-
-
-
Category - I : Kajariya, Jhonson, Orient, Somani make etc.
20
802
16040
Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal, dehydreresin in glue both sides with approved steel fittings complete as per Annexure ‘A’
-
-
-
30 mm thick shutter
-
-
-
Commercial Veneer both side
10
1287
12870
Decorative teak veneer One side
10
1410
14100
Providing and fixing fully paneled double leaf shutter for doors as per approved design and drawing with approved ordinary C.P./oxidized steel fittings as per Annexure – A’ and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mmx12mm on both faces complete :
-
-
-
30 mm thick Ghana teak wood grade - I
-
-
-
Wire gauge 24 gauge 14 mesh of IS designation 85 gauge wires of dia 0.56 mm panels
10
3200
32000
Demolishing cement concrete including disposal of material within 50 meter lead :
-
-
-
1:3:6 or richer mix.
5
414
2070
Demolishing of R.C.C. work including stacking of steel bars and disposal of unserviceab le material within 50 meters lead.
4
605
2420
Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.
-
-
-
In Cement mortar.
2
350
700
Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete.
200
63
12600
Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design).
2000
76
152000
Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.
500
76
38000
Providing & fixing ms sheet single leaf door shutters in angle iron frame 35x35x5 mm suitablly diagonally braced with 25x3mm flat ironabove and below lock rail of size 50x5 mm beading extra includingall fittings, as per direction of engg. incharge but excluding coes of chokhats including two coats of anti corrastie red oxide primer panit.
-
-
-
MS sheet 18 SWG
20
1682
33640
Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steel handles and peg stay etc. as required.
-
-
-
Patially fixed and partially openable fixed area not exceed 33%
21.6
2500
54000
Supplying and fixing fixed wire gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance.
-
-
-
14 mesh x 24 gauge
21.6
509
10994.4
Providing and fixing 20 mm thick precast terrazo tiles of approved make, with marble chips of size upto 6mm laid over roof with neat cement slurry mixed with pigment to match the shade of the tiles, including cutting ,grinding rubbing with machine complete on 20 mm thick bed of cement sand mortar 1 : 4.
200
359
71800
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches by sandal/loi. (only for colour changing only).
1500
2
3000
Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding.
1500
26
39000
Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:
-
-
-
New work (Two or more coats applied @ 3.84 kg/10 sqm).
2000
60
120000
Old work (One or more coats).
2000
23
46000
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
-
-
-
Two or more coats on new work.
50
40
2000
One or more coats on old work.
50
27
1350
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.
-
-
-
40 mm thick with 20 mm thick nominal size aggregate.
20
245
4900
75 mm thick with 20 mm thick nominal size aggregate.
20
348
6960
Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand)
-
-
-
For area of each slab up to 900 Sq. Cm
50
718
35900
For area of each slab up to 901 to 2000 Sq. Cm 25 mm thick slab.
50
785
39250
Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level
-
-
-
M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
0.3
3570
1071
Add 5 % for water supply and Sainatry works
1
67282
67282.07
Add 10 % for Electric works
1
134564
134564.14
Horticulture
-
-
-
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit to required compaction as per MoRT&H specification clause 201. (Measurment of girth to be done at height of 1 m above ground level)
-
-
-
Girth from 300 mm to 600 mm
100
284
28400
Clearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201.
10
22100
221000
Supply of dry manure including loading unloading, transportation & stacking at site.
-
-
-
From yard manure (organic)
10
420
4200
Compost
10
525
5250
Goat dungmanure
10
630
6300
Supply & Stacking good earth at site complete including loading unloading & transporation etc.
200
152
30400
Supply of insecticides & pesticides at store in dust/liquid form complete
-
-
-
Methly Prathion 2%
10
575
5750
Supply of different varities of tree/ shrubs/climbers according to height and age of the plant at site including loading/unloading & transportation etc. complete:
-
-
-
Different flowing plants 900 mm to 1500 mm
100
63
6300
Different varrities of shrubs 600 mm to 900 mm
100
31
3150
Different varrities of climbers 900 mm to 1500 mm
100
52
5250
Laying of lawns including ploughing levelling breaking of clods manuring & removal of stones etc. (Cost of manure of extra good earth to be paid seperatley) Maintenance of lawns for 30 days of more till the grass forms a thick lawns free from weeds & fit for mowing in the duration of planting if lawn die some where the contractor will replant it at his own cost.
-
-
-
In rows 7.5 Cms. apart in either direction
1000
22
22050
Renovating lawns including weeding cheeling the grass forking the ground top dressing with manure. Mixing the same with forked soil watering maintaing the lawns for 30 days or more till grass forms a thick lawns free from weeds & fit for mowing & disposal of rubbish as directed.
1000
44
44100
Road And Drainage Work
-
-
-
Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.
-
-
-
Grading - II Material
56.25
887
49893.75
Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete
-
-
-
Crusher broken - Grade-II (63-45mm)
56.25
1320
74250
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
375
20
7500
Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including cost of anti-stripping compound wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.
-
-
-
With Bitumen VG-grade 30
1500
94
141000
Providing and applying premixed seal coat Type "B" comprising of thin application of fine aggregate 0.06 cum/ 10 sqm premix with bitumen binder @ 6.8 Kg/ 10 Sqm (including cost of anti-stripping compound wherever required) laying with paver finisher with electronic sensor control and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
-
-
-
With Bitumen VG-grade 30
1500
38
57000
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
50
124
6200
Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :
-
-
-
Cement Mortar 1:6 (1-Cement:6-Sand).
40
2550
102000
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in:
-
-
-
Cement Mortar 1:6 (1-Cement:6-coarse sand).
20
2966
59320
Providing and Laying Reinforced cement concrete pipe NP4/ prestrssed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of MoRT&H specification including all material, labour form work, machinery.
-
-
-
200 mm internal diameter
20
551
11020
Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc
-
-
-
Standard Size 600x800mm (75mm thick) for span 300 to 450mm
20
1400
28000
Campus lighting
-
-
-
Supply and erection of Octagonal pole of following length and dimension as per table-3 with base plate on the cement concrete foundation of M-15 /M-20 grade (1:1.5:3) with the help of anchor bolts of grade 6.8 (IS 1367 P III ). The pole shall be made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. The pole shall have a weatherproof flush door and locking arrangements. The complete work shall be supervised and certified by the manufacturers for satisfactory supply, erection, testing and commissioning.
-
-
-
7 Mtr
25
12770
319250
Supply, Erection and Fixing of hot dipped galvanised Overhang (60 X 3.25 mm) with cap (250 x 137.9 x 4.05 mm) over the existing poles
-
-
-
Single arm overhang
25
1106
27650
P & F of IP 65/ 67 protected LED flood light system with aluminium housing, 3 X 1W, 220V, 50Hz LED lamps with dynamic color changing capability available in quick connecting cable coupled with various mounting accessories. Ability to create 16.7 million uniform, smooth and brilliant colors without revealing any lamp image. Available in 5 colors – amber, green, blue, red and white.
25
2212
55300
Providing & Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size
-
-
-
10.0 Sq.mm 2 cor
400
118
47200
Repair of Boundry wall at Lalaniya, Sahawa, Dabri, Bhalau Tiba, Pandusar and kanjan including provinf fixing of borbed wire fancing repair of gates et.
-
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
10
124
1240
Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :
-
-
-
Cement Mortar 1:6 (1-Cement:6-Sand).
50
2550
127500
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in:
-
-
-
Cement Mortar 1:6 (1-Cement:6-coarse sand).
20
2966
59320
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :
-
-
-
Cement Mortar 1:6 (1-Cement:6-coarse sand).
50
4250
212500
Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead : With cement mortar 1 :4 ( 1 cement : 4 Fine sand)
200
147
29400
Repair to stone masonary in cement sand mortar 1:6 with old and new stone.
200
161
32200
Cutting jhiri above 75mmx75mm and below 150x150 mm etc. and making good.
20
44
880
Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level
-
-
-
M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
10
3570
35700
Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix
5
4420
22100
Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :
-
-
-
Columns, pillars, posts and struts etc.
20
245
4900
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Five level.
-
-
-
Hot rolled deformed bars (IS : 1139).
150
68
10200
Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished:
-
-
-
20 mm thick.
200
160
32000
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :
-
-
-
Cement Mortar 1:6 (1-Cement:6-coarse sand).
10
4250
42500
Half brick masonry in Superstructure , above plinth level upto floor Five level using F.P.S. bricks of designation 75
-
-
-
Cement mortar 1:4 (1-Cement:4-coarse sand).
20
446
8920
Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete.
100
63
6300
Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.
5000
76
380000
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches by sandal/loi. (only for colour changing only).
1000
2
2000
Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:
-
-
-
Old work (One or more coats).
1000
24
24000
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
-
-
-
Two or more coats on new work.
50
40
2000
One or more coats on old work.
50
27
1350
Construction of Barbed wire fancing aroung the alloted PHED Land at Karmsana, Sahawa, lalaniya for safty and security
5000
526
2630000
Repair/Rehabilitation work of existing water treatment plant of 1125 cum/Hr capacity at Sahwa.
-
-
-
Supply, Installation, Testing and Commissioning of CI Open Channel Sluice Gates, Manually operated, Rising Spindle type suitable for mounting in between two parallel walls of an Open Channel. Water sealing shall be provided at two vertical sides and bottom side of gate aperture by means of rubber seal, mounted on gate slide and having forced contact with gate aperture. The gate shall be designed in such a manner, so that it can be operated at 2 meter head. Gate frame & Shutter of CI Grade IS 210 FG 260, Head Stock IS 210 Grade FG 260, Hinge Pin SS ASTMA276, Yoke IS MS 2062, Flush Bottom Seal Support Bar of SS ASTM A276 , Stem Operating Nut ASTM A276., Duly tested for tensile strength, Chemical testing and tested Shop tested for over all dimensions as per approved GA drawing complete in all respect as per specification and direction of Engineer for following PEAK FLOW up to 3m channel depth. ( Replacement of old gate)
-
-
-
5 to 10 MLD
12
69600
835200
Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.
-
-
-
90 mm
200
189
37800
110 mm
1000
273
273000
Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. (Category "A" " Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., VAG) Motorized class PN 1.6 ( Size in MM)
-
-
-
150 mm dia.
10
120432
1204320
200 mm dia.
12
133923
1607076
250 mm dia.
15
153176
2297640
Replacement of all pumping set at WTP sahwa with suitable efficiency and 5star energy saving pumpset
200
8000
1600000
Repair/Rehabilitation work of existing water treatment plant of 1125 cum/Hr capacity at Sahwa.
-
-
-
Filter bed including replacement of back wash piping, filter media etc.
1
1000000
1000000
Repair/Rehabilitation work of existing MS struture bridg. Gear etc
1
500000
500000
Repair/Rehabilitation work of existing RCC work
1
500000
500000
Providing,installation, testing and commisioning of vacuum Feed Gas Chlorinator with all assessories and making connection with existing pipeline required including supply & instalation of trunnion roller support, auxillary container valve, fluxible copper connector, manifold valve, tonner manifold pipes, chlorine Pressure gauge, Isolation valve, gas filter, pressure reducing valve, chlorine gas pipe with fittings, diffuser, lifting beam, load indicator, 25 NB PP diaphragm Valve on injector inlet & outlet, 32 OD uPVC pipe for chlorine solution, 25 NB GI pipe for pump suction & delivery, 25 NB GM gate valve on pump suction & delivery, 25 NB GM 'Y' type stainer on pump suction, 25 NB GM Check valve on pump delivery, pressure gauge with Isolated valve on pump delivery and chlorine booster pump with motor of required capacity complete in all respect as per specification and the direction of the Engineer. 1 kg/hr capacity
1
481400
481400
Repair of Civil works
1
1000000
1000000
Part D : Electrical Works
-
-
-
33 KV Ring Main unit consisting of 2 LBS at Incoming & 2 VCB's Outgoing as per requirements and specifications.
8
2419192
19353543.44
Stranded Compact Circular Aluminium Conductor,Conductor Screened with Extruded Semi Conducting compound,XLPE insulated,Insulation Screened with copper tape,Cores laid up,inner sheath of PE type,galvanised steel flat strip armoured and overall PVC Sheathed cable confirming to IS 7098/II/85 with latest amendments of 33 KV(UE)
-
-
-
3CX300 mm2
400
2350
940000
3CX185 mm2
400
1917
766800
Providing & making heat shrinkable type indoor/outdoor/straight through terminations/joint kit of approved make suitable for XLPE insulated 33 KV cable, with required components, prepration of cable ends,testing etc.
-
-
-
3 core 240/300 /400 Sq.mm
-
-
-
outdoor
32
18669
597408
3CX 185 mm2 ./3CX 150 mm2/3CX 120 mm2/3CX 95 mm2
-
-
-
outdoor
32
12318
394176
SITC of floor mounted PMCC (Indoor, Dust proff IP-4x front operated with 2 mm thick sheet metal compartmentalised) with all accessible parts, head shrinkable sleeves, SMC/DMC bus bar supports, padlocking facility on outgoing feeders etc.
5730
4800
27504000
SITC of microprocessor based intelligent power factor correction relay having sensitivity up to 50 milli Amp secondary current and following way, self analysing auto c/k setting according to targeted power factor setting, the relay shall have minimum three digit display unit for display of real power factor, targeted power factor, lag/lead capacitor switching status, alarm output for under current, over current, insufficient compensation, indication of switching on units, auto/manual status, and 6 to 14 stage - sensitivity upto 50 milli Amp.
16
18220
291520
SITC of self healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required.Heavy duty Three phase 440 V , 50 Hz capacitor (Bank)
2013
300
603900
P/Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench,
25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size.
-
-
-
3/CX6 sq mm
200
141
28200
3/CX10 sq mm
100
161
16100
3/CX16 sq mm
400
168
67200
3/CX25 sq mm
200
207
41400
3/CX35 sq mm
350
242
84700
3/CX50sq mm
50
284
14200
3/CX120 sq mm
200
524
104800
3/CX240 sq mm
850
929
789650
3.5/CX630 sq mm
640
2627
1681280
Supplying and making one end termination with heavy duty double compression brass gland SIBG type, aluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size.
-
-
-
3/CX6 sq mm
16
138
2208
3/CX10 sq mm
8
150
1200
3/CX16 sq mm
32
152
4864
3/CX25 sq mm
16
221
3536
3/CX35 sq mm
28
224
6272
3/CX50 sq mm
4
295
1180
3/CX120 sq mm
16
598
9568
3/CX240 sq mm
8
1028
8224
3/CX240 sq mm
68
1497
101796
3.5/CX630 sq mm
48
4237
203376
Providing & Laying XLPE/PVC PVC insulated & PVC Sheathed armoured control Cable of 1.1 KV grade with copper conductor as per IS 1275 including escavation of 30cmX 75 cm size trench 25 cm thick under layer of sand and lind class of bricks covering
-
-
-
3C x 2.5 sq.mm
1725
176
303600
5CX1.5 sq mm
1725
180
310500
14CX1.5 sq mm
2525
338
853450
Supply & makingone end termination with heavy duty single compression brass gland SIBG type, copper lugs duly crimped with crimping tool, PVC tape etc for following size of arrmoud pvc insulated and pvc sheated/ XLPE almunium cunductor cable of 1100 volt grad as required size.
-
-
-
3C x 2.5 sq.mm
138
72
9936
5C x 2.5 sq.mm
138
80
11040
14 C x 2.5 sq.mm
202
127
25654
Supply, Fabricating & installing following sizes of perforated cable trays including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with suspenders and including painting as required.
-
-
-
600mm x 50mm x 2.0mm
800
990
792000
150mm x 50mm x 1.6mm
800
283
226400
Supply, Installation, Testing and commissioning of copper wound Transformers 33/0.433 KV, Three Phase, 50 Hz, DYN 11, ONAN type , Standard accessories with off load tap changer (+5% to -10% in steps of 2.5%), winding / Top --- temperature rise of 45°C/40°C first fill oil, having permissible total loss values not exceeding 7.5% of the maximum total loss values for 11 KV as per energy efficiency level - 2 at basic Insulation level conferming to ISS 2026 (Part- I to Part - II), latest ammended and IS 1180 Part-I : 2014. Transformers described as above and as per the following continuous rating
-
-
-
1000 KVA
2
2154178
4308356
2500 KVA
2
3374879
6749758
Supply Installation Testing & commissioning of Local Push button Stations
63
2026
127638
Maintenance free gel earthing with pipe in pipe /Strip in Pipe technology filled with anti corrosive conductive compound (CPRI tested) below the ground in 150 -200 mm dia earth pit and surrounding filled with required mineral filling compound (MFC should have hygroscopic proper ty to retain the moisture for long time to create low resistance Zone) and C.C. finished chamber covered with hinge type with locking arrangement C.I cover. C.I. frame of size 300mm x300mm complete testing of earth resistance as required of following sizes With pipe in pipe technology (inner pipe dia / outer pipe dia) 80 -100 micron G.I. coating of the size G.I. pipe 3000 mm long , 80/40 mm , terminal 14 mm G.I. strip
72
7323
527256
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.
-
-
-
50mm x 6mm G.I. Strip
1850
185
342250
25mm x 6mm G.I. Strip
1550
108
167400
25mm x 3mm G.I. Strip
1700
56
95200
10 SWG G.I. Wire
700
8
5600
P & F lightning conductor final made out of 25 mm dia.,300 mm long copper tube having single prong at top with 85 mm dia., 3 mm thick copper base plate including holes etc. complete as required.
16
2000
32000
Part E : Instrumentation & Scada
-
-
-
SITC of Ultrasonic Level Transmitter suitable for measuring water level in reservoir, Normal Powered 24VDC, Type of Transmitter: Two Wire (4-20 mA), Cable Entry:1/2" NPT (F), Sensor Material: PP, slip-on Flange: 2 ½” Flange, Material of Construction for Slip-on flange: PP, output 4~20mA, HART compatible, accuracy +/_ 0.2 % as per detailed Technical specification, scope of work and direction of Engineer in charge. Measuring range 0.0 to 6.0 mtr
50
62444
3122200
Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum
57
7075
403275
Providing, Installation, Testing and Commissioning of PRESSURE TRANSMITTER for Water Application: Range: 0-10 Bar / Power Supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: 1/2 "NPT (M) / Accuracy: 0.15% Protection: IP67
1/2" M (NPT)
26
70751
1839526
SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parameters and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.
-
-
-
100 mm dia.
2
87889
175778
150 mm dia.
6
107792
646752
200 mm dia.
13
134178
1744314
250 mm dia.
6
160447
962682
600 mm dia.
1
507471
507471
700 mm dia.
4
507471
2029884
SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.
-
-
-
80 mm dia.
38
12849
488262
100 mm dia.
49
16372
802228
150 mm dia.
38
24160
918080
200 mm dia.
30
29425
882750
250 mm dia.
13
65844
855972
SITC of RTU complete with DI, DO, AI and modbus communication ports and power supply (24 V, DC)
43
141502
6084586
Providing and laying Stranded/ Flexible Annealed Bare copper conductor ,XLPE/PVC insulated 2 Pair 1.5 sqmm suitably laid up together overall polyester taped Al (Mylar tape wrapped) along with ATC Drain wire overall PVC sheathed (ST-1) overall screened Triad armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009
2950
176
519200
Providing & Laying XLPE/PVC PVC insulated & PVC Sheathed armoured control Cable of 1.1 KV grade with copper conductor as per IS 1275 including escavation of 30cmX 75 cm size trench 25 cm thick under layer of sand and lind class of bricks covering Size 3C x 2.5 sq.mm
2950
72
212400
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 frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation of PV module on MS frame as per approved design and drawings. Mounting structure shall be suitably design 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 shallbe5 year service warranty for solar panel and mounting structure and suitable provision shall be included in tender document(each of .5 kw)
43
18000
774000
P&F of GSM/GPRS based data transmitter device for water meter compitable to SCADA System.
125
32500
4062500
SCADA
-
-
-
Supply, Installation, Testing, Commissioning of PLC/SCADA system including all hardwares,softwares,all accessorings for the following pump houses as per system configuration alongwith SCADA for Master Control Centre for monitering the water supply. as per scope and specifications complete in all respect. ans as per direction of EIC at the following locations.
-
-
-
CPS-1TPS- KARAMSANA
1
1250038
1250038.9
CPS-MH SAHAWA
1
1102975
1102975.5
CPS-TPS DABRI BARI
1
1102975
1102975.5
CPS-TPS BHALAU TIBA
1
1102975
1102975.5
CPS-KANJAN
1
1102975
1102975.5
IPS LALANIYA
1
661785
661785.3
RD 97.97/GANDHELI
1
661785
661785.3
Part G : Operation & Maintainance &
-
-
-
Cost of operation and maintenance of the system for 10 years after defect liability period of one year @ 6.0% on above items excluding villages inrta system and as per scope of work & specification
-
-
-
Operation and Maintenance Charges 1st year
1
9482192
9482192.62
Operation and Maintenance Charges 2nd year
1
9956302
9956302.25
Operation and Maintenance Charges 3rd year
1
10454117
10454117.36
Operation and Maintenance Charges 4th year
1
10976823
10976823.23
Operation and Maintenance Charges 5th year
1
11525664
11525664.39
Operation and Maintenance Charges 6th year
1
12101947
12101947.61
Operation and Maintenance Charges 7th year
1
12707044
12707044.99
Operation and Maintenance Charges 8th year
1
13342397
13342397.24
Operation and Maintenance Charges 9th year
1
14009517
14009517.11
Operation and Maintenance Charges 10 th year
1
14709992
14709992.96
Part H : Dismantling of Old Pump sets
-
-
-
Cost for dismantling of old pump sets, electrical panels and intrumentation etc and depositing in depatmental stores as per direction of E.I.C.
-
-
-
GANDHELI 97.97
1
225999
225999.99
IPS LALANIYA
1
677999
677999.97
RWPS AT KARAMSANA
1
903999
903999.96
CPS KARAMSANA
1
225999
225999.99
CPS/TPS SAHAWA
1
903999
903999.96
CPS-TPS DABRI
1
903999
903999.96
CPS-TPS BHALAU TIBA
1
677999
677999.97
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