Department Of Fisheries Tender
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Department Of Fisheries Tender
Agriculture or Forestry Works
Eprocure
Opening Date14 Aug 2024
Closing Date22 Aug 2024
Tender Amount₹ 6,47,63,127
Costs
EMD
₹ 3,24,000Document Cost
₹ 3,540Tender Fee
Refer Documents
Summary
Tender Notice No- Mfdc/engg./4/2024-25
Description
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Contact
Tender Id
2024_MFDCM_1070280_1Bid Award Id
ViewTender No
MFDC/ENGG./4/2024-25Tender Authority
Department Of Fisheries ViewPurchaser Address
-Website
http://mahatenders.gov.in
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Documents
BOQ Items
Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete
2258.55
5324305
2357.4
Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
255.88
2120759
8288.1
Providing and laying in situ / ready mix M-30 plain cement concrete of trap / granite / quartzite / gneiss metal for cast in citu piers, abutment, returns, wings, excetra including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood / steel form work, centering (excluding dewatering by means of pump) and including bailling out water and curing finishing in cement mortar 1:3 excetra complete, as directed by engineer in charge. (With Concrete Mixer) With fine agreegates of required specifications (Natural sand / VSI sand finely washed excetra) (using ARTIFICIAL SAND). (Height up to 5 metre)
1000.69
10060336
10053.4
Providing and laying cement concrete wearing coat M30 grade with batch mix type /concrete mixer with SCADA including reinforcement as per drawings and technical specifications etc. complete with fine agreegates of required specifications ( VSI sand finely washed etc )
168
2356300
14025.6
Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600mm diameter in proper line, level and slope etc. complete
371
1777832
4792
Providing and fabricating structural steel work in rolled sections like joist, channels, angles, tees etc. as per detailed design and drawings or As directed by Engineer-in charge.includingcutting, fabricating, hoIndian Standardting, erecting, fixing in position making riveted /bolted /welded connections with connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of painting of approved quality and shade complete.
4.54
509490
112222.5
Providing and fixing stainless steel mooring ring in cement concrete on deck of jetty consist of 32 mm thick steel bar, 225 mm inner diameter, steel ring with 75 mm inner diameter steel hook of 32 mm diametre as per approved drawing etc. complete. (Stainless steel of grade S-304)
27.2
267376
9830
Providing and fixing stainless steel bollard of steel pipe 1.00 metre long of 250 mm inner diameter and circular top plate of 350 mm diameter with 5 mm thickness on deck of jetty in cement concrete including necessary fixtures and fastening etc. complete. (Stainless steel of grade S-304)
27.2
567745
20873
Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by theEngineer-in-charge.
210
171780
818
Supplying & spreading geofabric filter layer of Geotextile of Polypropylene multifilament woven to line, level & grade with pore size less than 0.075 mm & permeability greater than 9.0 lit / sqm / IInd confirming specification IS:1969 & ASTM standard including conveying to site, joining & stitching with proper overlap & laying at excavated surface in tidal condition as directed by Engineer- in- Charge, etc. complete
3170.55
282178
89
Supplying & laying trap stones upto 20 kg for Filter / Core layer including conveying with all leads, lifts, laying in required lines, level, slope as per drawing including necessary equipments & machinery as directed by, etc. complete in tidal conditions.
3942.47
6865413
1741.4
Supplying & laying trap stone weighing 20 to 50 kg for Core / Sub armour layer including conveying with all leads, lifts, laying in required lines, level, slope as per drawing including necessary equipments & machinery as directed by, etc. complete in tidal conditions.
4328.56
7599645
1755.7
Supplying and laying trap stone weighing 50 to 100 kilogram for Core / Sub armour / Armour layer including conveying with all the leads, lifts, laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by, excetra complete in tidal conditions.
820.32
1500693
1829.4
Providing and laying trap stones weighing 100 to 200 kilogram for Core / Sub armour / Armour layer including conveying with all the leads, lifts, laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by, excetra complete in tidal conditions.
350.24
730118
2084.6
Providing and laying trap stones weighing 500 to 1000 kilogram for Apron / Armour layer including conveying with all the leads, lifts, laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by, excetra complete in tidal conditions.
777.53
1761960
2266.1
Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 m, laying in layers of 20 to 30 cm thickness, breaking clods, dressing to required lines, curves, grade & section, watering & compaction with vibratory roller with V_Sat attachment to achive not less than 97% of Std. P.D. complete. (Material from Other sources)
2625
3019800
1150.4
Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. By Mechanical Means.
1430.8
170265
119
Laying and spreading availabale soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 percent slaked lime having minimum content of 70 percent of CaO, grading with motor grader and compacting with the road roller at optimum moisture content to the desired density to form a layer of improved sub grade.
200.2
107307
536
Construction of G.S.B. by providing close graded material, mixing in mechanical mix plant at OMC, carraige of mixed material to work site, spreading in uniform layers with motor grader on prepared surface & compacting with vibratory roller to achieve desired density, complete as per clause 401. - Plant Mix Method & grading - I material.
449.19
1272106
2832
Construction of D.L.C.C. sub-base over prepared sub-grade with coarse & fine aggregate (VSI grade finely washed crushed sand) conforming to IS : 383, size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/cum, OMC to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in batching plant / weigh batch mixer, transported to site, laid with paver with electronic sensor / by suitable means as approved by Engineer in-charge, compacting with vibratory roller, finishing, curing & including preparation of sub-grade surface if required, etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer.
292.96
1334139
4554
Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/VSI grade finely washed crushed sand) conforming to IS 383, using fine and coars aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.
147
1299627
8841
Providing & laying in situ C.C. of M-20 proportion with trap metal in foundations including necessary form work, compacting & curring, etc. complete. (with reversible drum type mixer with Supervisory Control & Data Acquisition with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) (using NATURAL SAND).
24.5
161739
6601.6
Providing and laying Cast in situ / Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete work in foundations like raft, strip foundations, grillage and footings of reinforced cement concrete columns and steel stanchions, etc. including bailling out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel), etc. complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. with fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed
112.14
913907
8149.7
Providing & fixing HCRM / CRS (Corrosion Resistant Steel) bar reinforcement of various dia for R.C.C. items complete.
8.97
846254
94330.1
Providing & laying weep holes of 100 mm dia A.C. / P.V.C. pipes for abutment, returns, return walls.
28
14924
533
Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class __ ( Type IV High intensity microprismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.(4mm aluminum composite material Class C )
5.4
71442
13230
Fixing in position Road Junction/ Informatory Sign Board in ground with C.C.1:4:8 block of 60cm x 60cm x 75cm size including all leads complete.
10
19490
1949
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).
31.5
20979
666
Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diameter in proper line, level and slope etc. complete.
10
171218
17121.8
Providing and casting in situ or precast tapering R.C.C.M-20 Barrier type Kerb with gutter(asperIRC861983)embedded125mm below ground level over M-10PCC finished neatly with C.M.1:2,settingthe same in C.M.1:2,including there quired excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge.Using Concrete Batching and Mixing Plant
57
55404
972
Providing and fixing board displaying information, such as "Name of work, Tender cost,
Name of Contractor, Work completion and liability period etc", having rectangular shape of 1.80m x 1.20m size made up of 4 mm aluminum composite pannel sheet with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class C (Type XI Micro prismatic grade sheeting) having pressure sensitive adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters,numerals, arrow as per IRC: 67-2012 Table No 8.3, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Class _C_ (Type XI Micro prismatic grade sheeting)) shall have 10 years written warranty from the manufacturer including the Digitally Printed areas with approved printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
2.16
61961
28686
Providing and laying 125 micron low density polyethylene sheet confirming to Indian Standard : 3395 - 1997 below concrete pavement including all materials and labour complete.
1911.02
57330
30
Providing and fixing in position TMT FE 500, 32 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and
wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.
1733
932354
538
Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge.
1449
110124
76
Providing and laying in situ M-30 grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate (V.S.I. grade finely washed crushed sand) conforming to Indian Standard : 383, using fine and coarse aggregates combined gradation as per Table 600-3 of Ministry of Road Transport and Highways specification 2013, mixed in a batching and mixing plant / non tilting mixer and weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver, compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer in-charge and curing by curing compound / by providing cement vata in cement mortar 1:8 at 0.6 metre X 0.6 metre center to centre, admeasuring 80 milimetre at bottom and 40 milimetre at top with depth of 75 milimetre and maintaining the same throughout curing period or by any other method approved by Engineer in-charge, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete.
284.2
2445143
8603.6
Providing & erecting 7 m high (clear height) galvanised octagonal pole with foundation bolts having bottom of 130 mm A/F, top 70 mm A/F on provided foundation as per specification no. OH-PL/OPL (As per PWD CSR 2022-23, page no.150, item no. 8-2-13)
26
466666
17948.7
Providing and erecting galvanised 1000mm Single arm sword type bracket with FRP dome and ball as per specification no. OHPL/PBKT (As per PWD CSR 2022-23, page no.150, item no. 8-2-21)
26
74201
2853.9
Supplying and erecting integrated LED street light fitting 40 to 50W IP65 & IK08 class having single piece pressure die-cast aluminium housing, having system lumens output of Min. 4400 Lumens, min. efficacy of 110 lumen/W, CRI70, CCT upto 6500K, THD10%, p.f. 0.95, operating range of 140-270V, inbuilt surge protection of 10 kV, Life class of 50,000 Hrs. at L70B50, including driver complete with 3 Years warranty as per specification No FG-ODF/FLS2. (As per PWD CSR 2022-23, page no.28, item no. 2-4-4)
26
112394
4322.85
Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 4 core 4 sq. mm. copper conductor complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU (CSR 2022-23, 7-2-31/132)
410
127858
311.85
Supplying and erecting mains with 2x1.5 sq.mmFRLSH copper PVC insulated wire laid inprovidedconduit/ trunking/ insidepole/Busbarsor any other places as per specification No: WG-MA/BW (CSR 2022-23, 1-3-1/5)
200
8400
42
Supplying and laying (including excavation of suitable width & depth up to 90 cm) 50 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete.(As per PWD CSR 2022-23, page no.140, item no. 7-6-9)
350
77175
220.5
Providing pipe type earthing with 40mm. dia. G.I. pipe or 20 mm dia. G.I. Rod complete with all materials testing and recording the results as per specification no. EA-EP 9-1-4 pg no 160
26
40950
1575
Supplying and erecting GI strip of high purity required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint with joints required. As per specification no EA-EP.(CSR 2022-23, 9-2-3/160)
13
3030
233.1
Supplying and erecting 16 m (clear height) motorized high-mast (Top-150mm, Bottom- 360mm) hot dipped galvanized material with average minimum thickness 65 micron, made from high tensile structure grade steel as per BSEN-10025 S 355/E350 & 3 mm thickness, with base plate 25 mm thick x OD 520 mm grade as per IS-2062, pole made in single section & submerge arc welded, with lowering & raising motorized unit, wire rope stainless steel 316 grade 2 nos., 7x19 construction 5mm, SG-DG U clamps, double drum winch assembly 350 kg, 5x2.5 sq.mm flexible copper cable with lantern carriage assembly suitable for max. 12 nos. luminaires and its control gear box, lightning arrestor, arrangement for fixing aviation light, high-mast with serial number, factory inspection report/test report of high-mast should be provided as per specifications on provided foundation J type stud/bolts with necessary accessories complete. specification no. OHPL/HM (excluding luminaries) (CSR 2022-23, 8-2-2/148)
1
268803
268803.15
Supplying and erecting integrated LED street light fitting 120W IP65 & IK08 class having single piece pressure die-cast aluminium housing, having system lumens output of Min. 13000 Lumens, min. efficacy of 110 lumen/W, CRI70, CCT upto 6500K,THD10%, p.f. 0.95, operating range of 140-270V, inbuilt surge protection of 10 kV, Life class of 50,000 Hrs. at L70B50, including driver complete with 3 Years warranty as per specification No FG-ODF/FLS2. (CSR 2022-23,2-4-9/29)
6
61733
10288.95
Supplying & erecting single phase, 240V, street light control panel up to the max load of 6kW, SPN MCB 40A, powder coated CRCA 14 SWG sheet, outdoor type, having IP54,IK10 protection, suitable rating contactor, 24 hrs. astronomical time switch with minimum 5 years battery back up, auto/manual selector switch, ON/OFF push buttons, indicator lamps, control wiring, metering device, etc. for automatic operation, with overcurrent, short circuit, earth fault protection on provided iron frame/ CC foundation. (CSR 2022-23, 5-2-3/89)
2
40639
20319.6
Supplying and erecting outdoor stand mounted feeder pillar for high-mast of the same manufacturer with 32A TPN MCB incomer, 24hr astronomical time switch with minimum 5 years battery backup, IP 54 and IK10 protection, 25 A TP contactor for automatic switching of luminaires, 2 no. 9A contactors and raise/lower push button, and provision for termination of adequate size of incoming and outgoing cables complete erected in min. 14 SWG CRCA sheet box with supporting angles, self lock, gasket and slanting top erected on CC foundation complete.(CSR 2022-23, 8-2-23/150)
1
31192
31192.35
Making M- 20 grade reinforced cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq.m at 1.5 m depth including supply of steel, concrete, excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 6m to 8m high octagonal /conical GI pole). (CSR 2022-23, 16-3-9/239)
26
100573
3868.2
Making M- 20 cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq. m at 2 m depth including excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 16 m raising lowering high mast).(CSR 2022-23, 16-3-13/240)
1
32338
32338.95
Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3 core 10 sq. mm. copper conductor complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU (CSR 2022-23, 7-2-17/131)
95
47481
499.8
MSEDCL Electrical billing meter liasoning charges. Complete procurement and installation at the provided meter board/panel with incoming and outgoing connection (including firm quotation charges of MSEDCL).
1
50000
50000
Excavating hard murum / stone metal road by chiselling for preparing pit for poles stay or earth plates or for laying cables, pipes & clearing the site by removing debris & making the site as required complete.
50
14175
283.5
Supplying and erecting metal work in CRCA sheet including Iron work for supports with fabrication of boxes, panel boards, etc. including cutting, bending, drilling, welding, riveting, treated with anti-rust treatment and duly powder coated or painted with one coat of red lead paint and 2 coats of enamel paint complete.
50
13072
261.45
Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre distance for ESR having Capacity upto 500 Cum. and not more than 6 m c/c distance for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lower- ing, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as Stainless Steel ladder, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylic emulsion with silicon additives Paint to the structure including roof slab, food grade epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-incharge.
1
1485227
1485227
Rising Main: HDPE Pipes (8.0 kg/sqcm); 160 mm dia. Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint /compression fitting joint or flanged joint excluding coupler/ specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.As per IS:4984-2016, the pipes upto 110 mm dia.should be supplied in coil form only.
300
269100
897
Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/ butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. HDPE Pipes (8.0 kg/sqcm); 160 mm dia.
300
39000
130
Distribution System: HDPE Pipes (8.0 kg/sqcm); 110 mm dia. Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint /compression fitting joint or flanged joint excluding coupler/ specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.As per IS:4984-2016, the pipes upto 110 mm dia.should be supplied in coil form only.
200
78200
391
Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/ butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. HDPE Pipes (8.0 kg/sqcm); 110 mm dia.
200
15600
78
Distribution System: HDPE Pipes (8.0 kg/sqcm); 75 mm dia. Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint /compression fitting joint or flanged joint excluding coupler/ specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.As per IS:4984-2016, the pipes upto 75 mm dia.should be supplied in coil form only.
200
37400
187
Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/ butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. HDPE Pipes (8.0 kg/sqcm); 75 mm dia.
200
10800
54
Supplying and erecting minimum Three & above star rated submersible pump set of 3.75 KW/5 HP with 415 V, 50 c/s AC supply suitable for 150 mm dia. borewell suitable for 440 to 900 LPM discharge at 37 to 10 m head & discharge & delivery pipe of Size-75 mm diameter with a necessary H type clamps as per specification No. WP-SMP
2
85152
42576
Concrete Mix Design (With all Tests on basic materials)
3
82530
27510
Compressive Strength OF C.C. Cube (Set of 3 cubes). M20
6
8280
1380
Compressive Strength OF C.C. Cube (Set of 3 cubes). M30
33
45540
1380
Compressive Strength OF C.C. Cube (Set of 3 cubes). M35
11
15180
1380
BASIC TEST OF AGGREGATE.- Water Absorption, Specific Gravity,lmpact Value, Crushing Value.
10
52000
5200
STONE/ RUBBLE
Crushing Value/Compressive Strength, water Absorption & Specific Gravity,
10
40400
4040
STEEL BAR TESTING - Upto 16 mm (Set of 3 Bars)
24
61200
2550
STEEL BAR TESTING - Above 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress,weight-Per Meter, Bend / Rebend Test, Proof Stress.
24
76560
3190
Royalty charges -Rubble
15476.84
3345783
216.18
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