Rural Development Department Tender
Search from over 12139+ business opportunities that have been announced from the biggest Mahatenders, e tender Maharashtra, Maharashtra government tenders, and the Online Tender Notices posted on Maharashtra e tenders till date. Find opportunities that have come in from the multiple corporations, Maharashtra government departments, State PSUs, and Private companies from the state.
Rural Development Department - RDD Tender
Coronavirus COVID 19
Eprocure
Opening Date
3 Sep 2019Closing Date
9 Sep 2019Tender Amount
₹ 67,78,637Costs
EMD
₹ 68,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_JALNA_486365_1Bid Award Id
ViewTender No
No.ZPJ/RWS/e-Tender-09/2019-20Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
d) In Hard Rock other than quartzite
2
-
3727
e)Casing Pipe 180 mm dia. PVC 6 Kg./ Sq.Cm
12
-
575
SINKING WELL Item No. 1 Providing and fabricating at work shop, carting to site of work, including transport, loading, unloading, hoisting, lowering and setting out at actual site of well, sinking M.S. plate cutting edge for R.C.C. well curb consisting of 350 mm M.S. plate, 10 mm thick, champhering at bottom . cutting edge should be provided in pieces not less than 2 M in length . Each joint should be plain from outside and jointed by gusset plate 400 X 200 X12 mm thick M.S. Plate with 12 Mos. of 20 mm thick M.S. Plate with 12 nos. of 20 mm dia crushank headed bolts (gusset plates from inside with unequal angle of 90 X 60 X 10 mm should be wielded from top of chamfered portion at 14 mm from bottom so that 15 mm side should be in contact with cutting edge with overlap of 300 mm joints. 16 mm dia bar should be welded. to M.S. Plate 200 mm below the top surface and length should be 1:8 M above plate with a bend 300 mm from plate surface including 3 coats of anti - corrosive paint as directed by Engineer- in-charge
2416.97
-
79
Item No. 2 Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head works and alied works by well sinking process for average depth of 12 M and lead of 150 M including shoring, barricading, guarding, refilling, disposing off surplus excavated stuff as directed by Engineer - in - charge etc complete.Diameter more than 3 M MJP CSR,19-20,I.No.12(b), P.No.35 On Dudhana River Bank Depth from 0.00 mt to 12.00 mt
797.31
-
684
Item No. 3 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. .For Head Works on river or dam sub mergence for Lift up to 12.00 to 13.50 M
75.36
-
1089
Lift up to 13.50 to 15.00 M
75.36
-
1114
Lift up to15.00 to 16.50 M
75.36
-
1139
Lift up to16.50 to 18.00 M
75.36
-
1164
Lift up to18.00 to 19.50 M
75.36
-
1189
Lift up to19.50 to 21.00 M
75.36
-
1214
Item No. 4 Providing and casting in situ c.c. of trap/ granite/ quartzite/ gneiss/ metal of approved quality for R.C.C work as per detailed drawing and design of as directed by engineer including normal dewatering centering, form work , compaction . finishing forms surfaces with cement morta 1:3 of sufficent / minium thickness to give a smooth surface and even surface whenever necessary or roughing if special finish is to be provided and curing etc. complete. ( by weight batching and mix design for M- 250 & M-300 only ) use to L.&T, A.C.C. Amuja, Birala gold, Manikgad, Rajshree, etc. cement is permitted. excluding M.S. of Tor reinforcement ) For Beams / Braces / Lintels In R.C.C. M-250 Grade
4.57
-
7173
Item No. 5 Providing and casting in situ c.c. of f trap/ granite/ quartzite/ gneiss/ metal of approved quality for R.C.C work as per detailed drawing and design of as directed by engineer in charge including normal dewatering centering, form work , compaction . finishing forms surfaces with cement morta 1:3 of sufficent / minium thickness to give a smooth surface and even surface whenever necessary or roughing if special finish is to be provided and curing etc. complete. ( by weight batching and mix design for M- 250 & M-300 only ) ouse to L.&T, A.C.C. Amuja, Birala gold, Manikgad, Rajshree, etc. cement is permitted.excluding M.S. of Tor reinforcement ) for Slabs / Landing / Vertical Walls / Waste slabs.steps for stair case. In R.C.C. M- 250 grade MJP CSR 2019-20, I.No.5(b ),P.No. 41 For Vertical Wall From depth 0.00 Mt. to 1.50 Mt.
74.67
-
7715
Item No. 6 Providing and fixing mild steel position steel bar reinforcement of varoous diameters for RCC pipes, caps, footing foundation / slabs/ beams/ coloums/ canapies/ stair cases/ nevels/ chajjas/ lintels/ pardies./ coping/ fine arches etc. as per detaide design/ drawing and schedules includinh outting bending, hooking, the bars. binding with wires or tack weildinh and supportih as requried etc. complete. ( Including cost of binding wire.) tor steel MJP CSR 19-20, I.No.8(b).P.No. 42 Qty of steel for Vertical Wall From depth 0.00 Mt. to 1.50 Mt.
6.43
-
59542
Item No. 7 Providing structural stell work in rolled section like joists, channels, angles, tees,etc, as per detailed design and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, etc.complete.
0.46
-
61532
Item No. 8 Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.Angle (25x25x5mm size) including welding cutting and fabricating the plate to the required square or rounding shape,making holes in the plate including providing and applying three coat of anticorrosive paint etc.complete. as directed by engineer incharge. (6mm thick)
7.51
-
3361
Item No. 9 Providing and fixing G.I. Pipe railing having 1.0 M. height consisting 50 X 50 X6mm thick M.S. angles as verticals at 1.5 M C/C and additional posts at every corner with 3 rows of 25 mm dia G.I. Pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc complete.
18.2
-
755
Item No. 10 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. (Payment As Per Accepted Tender)
1
-
156000
Item No. 11 Providing and fixing in position C.I. Dapuri steps or 22 mm dai. M.s. bar steps with proper anchorage, etc. and providing and applying 3 coats of ant- corresive paint etc. complete. as directed by engineer in charge.
30
-
288
Item No. 12 Taking 4" Dia. Horzontal bores at requried depth with boring machine with all labourres & machinery & fuels etc. complete.
90
-
325
Item No. 13 Carrying out recuparation/ yield test for ascerting the discharge of constructed well/ excavated profile as directed by engineer - in - charge . The test carried out by drawing down water from the well/profile below normal/subsoil water level upto full depth rise is water level is recorded. The normal water leel/ Subsoil water level in the well/ profile as well as strainer/ suction level at pump aas per design of w.s. scheme shall be recorded prior to the test including cost of all materials, overhead, labours etc.complete as directed. The test shall be carried out as per Tech circular No. 2597 dated 20-11-97 and shall be carried out for 7 days.Lps Less than 25,000
7
-
1865
Slotted Pipe Gallery Item No. 1 Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. For Head Works on river or dam submergence Lift 0.00 to 1.50m
120
-
385
Lift 1.50 to 3.00 M
60
-
409
Item No. 2 Providing at site of works ISI standard RCC slotted pipes of NP-3 class including cost of all central and local taxes, octroi, inspection, transportation, etc. complete including cost of RCC collar, etc. complete. 600 mm Dia
20
-
5158
Item No. 3 Lowering, laying and jointing RCC slotted pipes of following diameters including all leads and lifts, cost of jointing material, labour, etc. complete as directed by Engineer-in-charge. 600 mm Dia
20
-
254
Item No. 4 Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery/ trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge. Coarse Sand ( from river sand at site)
130.73
-
883
6 mm to 12 mm gauge pebbles
10.6
-
1816
12 mm to 20 mm gauge pebbles
13
-
1594
40 mm gauge pebbles
18.4
-
1317
Item No. 5 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.
20
-
5203
Item No. 6 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 side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engneer-in-charge, till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge Note: Pay line maximum - Top width payble shall be 2 mtr. and maximum payble side slopes shall be 1.5 Horizontal to 1 Vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payble. Extra top width or flat slopes are not payable. Contractor is free to use ballies ,plastic sheets,piles,pipes, CGI Sheets for supporting hearting materials insted of impervious / semipervious hearting materials for which no extra payments shall be payble. 30% payment shall be withheld for dismentaling of coffer dam.
75
-
560
SWITCH ROOM Item No. 1 Excavation for foundation / pipe trenches in Earth / soils of all types , gravels and soft murum , including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 m
3.4
-
140
Item No. 2 Providing and laying cast in situ / Ready Mix Cement Concrete M-20 for double rim bored pile of 300 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock , excluding provision of reinforcement including placing 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 (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangement compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) .
55.5
-
968
Item No. 3 Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.
0.94
-
969
Item No. 4 Providing and laying in situ 1:2:4 ( M-150 ) Grade of c.c. of trap/ granite/ quartzite/ gneiss/ metal for foundation and bedding including dewatering, formwork, compaction, and curing, finishing Etc. complete. With initial lead of 1.50 M below / above G.L
1.76
-
4712
Item No. 5 Providing and laying Cast in situ / Ready Mix cement concrete M-20 of trap metal for R.C.C. pile caps as per detailed designs and drawings, including bailing out water manually, centering, formwork, laying / pumping, compacting, finishing and curing etc. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand, complete. (Excluding steel reinforcement)
4.54
-
5431
Item No. 6 Providing and casting in situ Cement concrete of trap/ Granite/ quartzita / gneiss metal of approved quality for RCC works as per detailed drawings and desingns or as directed by Engineer in charge including normal dewatering, centering , formwork bally,steel propups , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give smooth & even surface whererever necessary or roughening if special finish is to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- all types of columns.
1.03
-
6824
Item No. 7 Providing and casting in situ Cement concrete of trap/ Granite/ quartzite / gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer in charge including normal dewatering,centering , formwork , bally ,steel propups ,compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluding M.S. or tor Reinforcement) in RCC M-200- all types of Beams/ Braces/ lintels.
1.22
-
6707
Item No. 8 Providing and casting in situ Cement concrete of trap/ Granite/ quartzite / gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer in charge including normal dewatering,centering , formwork , bally ,steel propups ,compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluding M.S. or tor Reinforcement) in RCC M-200- all types of Chajjas / Parapet / Curtain Walls / Partition walls / Pardies.
0.15
-
7207
Item No. 9 Providing and casting in situ C.C. of trap/ Granite/ quartzite / gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer in charge including normal dewatering,centering , formwork ,ballys,steel propups , compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajashree etc. cement is permitted. Excluding M.S. or tor Reinforcement) in RCC M-200- grade Slab/ landing/ vertical walls/ waste slab/ steps for staircase.
1.06
-
7243
Item No. 10 Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps , footings , foundations , slabs, beams , columns , canopies, staircases , newels, chajjas, lintels, pardies, copings , fins, arches etc. as per detailed designs, drawings and schedules including cutting bending hooking the bars, binding with wires or tack welding and supporting as requried etc. complete ( Including cost of binding wires) Tor . steel.
1.46
-
59542
Item No. 11 Providing fly ash brick masonry with conventional / I.S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete,as directed by Engineer In charge .
2.03
-
5057
Item No. 12 Providing fly ash brick masonry with conventional / I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete
5.58
-
5158
Item No. 13 Filling in Plinth and floors / trenches with Contractor's murum for bedding in 15 cm to 20 cm layers including watering and comppaction, etc. complete .
5
-
746
Item No. 14 Providing and fixing M40 grade thick vibrated pull cast or similar type concrete frame with chamfer conforming to I.S. 65241983 having 6 mm dia. bars 3 Nos. And stirrups @250 mm c/c and fixing in wall with 6 Nos of hold fast of 12 mm dia bars 500 mm long including primer and oil painting etc, complete) frame size 60 mm x 100 mm .
5.2
-
709
Item No. 15 Providing and fixing fiber glass reinforced polyster door shutter 30 mm thick as per IS 14856 (2000) (Reaffirmed 2006) without ventilator including chromium plated fixtures and fastening with chromium plated handles on both sides, etc complete.
2.1
-
2453
Item No. 16 Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) With C.R.C. Sheet insted of 5 MM Bajra Glass.
1.08
-
3403
Item No. 17 Providing internal cement plaster 20mm thick in two coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete.
33.07
-
387
Item No. 18 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.
49.21
-
608
Item No. 19 Providing and laying cement concrete flooring 50mm thick with M20 cement concrete laid to proper level and slope in alternate bays including compaction, filling joints, marking lines to give the appearance of tiles of 30cm x 30cm or other size laid diagonally / square etc. finishing smooth (with extra cement) in any colour as directed and curing etc. complete. With Natural Sand .
6.25
-
368
Item No. 20 Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete.
82.28
-
58
Item No. 21 Providing and applying two coats of lead / zinc base oil paint / bituminious paint of approved colour to new structural steel work and iron work in buildings including scaffolding if necessary, cleaning and preparing the surface etc. complete. (excluding primer coat).
2.16
-
68
PUMPING MACHINERY Item No.1 Providing and errecting & Giving test of 150mm dia submerssible Pump sets confirming to IS 8034 and confirming to 9283 pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and Bronze impeller motar suitable for working an 415 10% 3pb 50hz A.C supply Cable Guards Thrust carbon / Fibre bearing to accept entire hydraulic water proof windening shall be provided to pump sets shall be suitable for direct coupling Pump shall have suitable outlet as per manufacturers design antitirust stream lined npn return valve shall be provided with pump suitable suction stainer shall also be provided score single/ double run copper conductor submersible type flat cable 3m & 2 pairs of erection clamps shall be provided along with the pump rates per pump to stages are shall as below. Pumps Sets of 5 BHP
2
-
29209
Item No. 2 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1.6 MJP CSR 2019-20, I.No.1-C , P.No. 126 Spec. No.:80 MM
2
-
5361
Item No. 3 Providing ISI mark G.I. pipe of following class and diameter excluding GST levied by GOI AND GOM in all respect including inspection charges ,transportation to stores , etc.complete as per IS- 1239/ 2004 .Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below. 50 MM Dia (5.16 Kg./m )
54
-
300
Item No. 4 Lowering ,laying and jointing G.I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour ,etc.complete either underground or in vertical position , as directed by Engineer -in-charge 50 MM Dia (5.16 Kg./m )
54
-
65
Item No. 5 Providing and supplying ISI Standard .C.I. flanged / S&S specials excluding G.S.T. levied by GOI & GOM in all respect including Railway freight , insurance , unloading from railway wagon , loading into truck transport to departmental store , unloading , stacking etc.complete .
200
-
66
Item No. 6 Providing and erecting ISI mark B class GI Coupling/Nipple in position with necessary material. 50 MM Dia
8
-
123
Item No. 7 Providing and erecting heavy duty union in position with necessary material. 50 MM Dia.
2
-
275
Item No. 8 Providing and making flanged joints to flanged C.I. / M.S. pipes of all classes / specials etc . including cost of all jointing materials ( rubber packing , nut bolts, etc ) labour , hydraulic testing etc complete. 80 mm.
4
-
239
Item No. 9 Supplying and errecting, flat flexible submersible cable with copper conductor, PVC insulated and PVC sheathed. 3 Core PVC insulated, PVC sheated copper conductor flat subemersible cable. 3 core 6 sq mm
100
-
267
Item No.10 Supplying and erecting set of 3 pilot lamps all bakelite with colour glasses with miniature lamps 230 V/250V erected on provided CRCA box with panel type fuses and connected with PVC wires.
1
-
592.2
Item No.11 Supplying and erecting panel mounting type digital voltmeter having three and half digit LED display, calibrated for 0 to 750V AC suitable to operate on 500V AC supply with necessary PVC wire leads and lugs and mounting hardware on provided panel complete with calibration certificate from manufacturer.
1
-
1284.15
Item No.12 Supplying and erecting selector switch suitable for voltmeter/ammeter for 3 phase AC supply 500V, 50Hz, on provided box / panel and duly connecting with necessary PVC wire leads and lugs.
1
-
302
Item No.13 Supplying and erecting panel mounting type digital ammeter having three and half digit LED display, external CT operated, calibrated for suitable to operate on 500V, 0 to 1000A AC supply with necessary PVC wire leads and lugs and mounting hardware on provided panel complete with calibration certificate from manufacturer.
1
-
1339.8
Item No.14 Supplying and erecting selector switch suitable for voltmeter/ammeter for 3 phase AC supply 500V, 50Hz, on provided box / panel and duly connecting with necessary PVC wire leads and lugs.
1
-
302
Item No.15 Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. Up to 7.5 HP
2
-
1618
Item No.16 Supplying and erecting bank of All Polypropylene capacitors with the standard capacities of 1,2,3,5,7,12.5,15,20 and 25 KVAR units of power factor correction for operation on 3 phase, 50 Hz, 400 V+/- 10% with externally discharging resistances, earthing terminals and built on angle iron or channel iron frame work and provided with terminal cover box complete erected and
2
-
299
Item No.17 Current sensing Phase Failure Relay with over load protection ( without CTs)
2
-
1500
Item No.18 Supplying and erecting iron clad cut out HC type 415V 32A erected on polished wooden block complete.
4
-
204.75
Item No.19 Supplying and erecting triple pole metal clad switch and HC type fuse 415V, 16A on iron / GI frame / board as per specification no. SW-SWR/MTP.
2
-
1027.95
Item No.20 Supplying and erecting four pole metal clad ON LOAD change over switch 415V, 16A erected on angle iron / GI frame complete.
1
-
1027.95
Item No.21 Supplying and erecting four pole metal clad ON LOAD change over switch 415V, 40A erected on angle iron / GI frame complete.
1
-
2446
Item No.22 Supplying and erecting GI sheet 1.6 mm (16 SWG) to be used for fabrication of boxes panel boards etc. including cutting, bending, drilling, welding, riveting etc. and painting with one coat of red lead paint and 2 coats of enamel paint.
0.5
-
2741.55
Item No.23 Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, etc. complete.
30
-
43.9
Item No.24 For Labour charges for internal wiring of panels including all material etc. Up to 5 HP twin set panel
1
-
1605
Item No.25 Supplying and erecting galvenised cast iron earth plate 60 x 60 x 0.60 CM buried in soecifically prepared earth plate 1.5m below ground level 10 Kg charcoal and salt in alternate layers necessary length of double GI nut bolts 12 mm dia with bituminious compound and through 12 mm GI pipe 3 m long remaining portion of GI wire from surface of earth plate with gear in PVC pipe up to accessible height duly sealed at both ends by bituminious compound complete connected to the nearest switch gear with end socket as per direction and duly tested by earth tester and recording the results.
1
-
3931
RISING MAIN Item No. 1 Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no.4985/1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same inclosed shed duly protected from sunrays and rains including cost of jointing material i.e. solvent cement, etc.complete (selffit type to be jointed with cement solvent).110 mm PVC 6 Kg./ Sq.cm.
954
-
201
Item No. 2 Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores,etc.complete as per IS- 1239/2004. Note: One coupler shall be provided with each full length of pipe cost of which is included in rates below.100 MM G.I.Medium Class(12.40 Kg./m)
18
-
714
Item No.3 Providing and supplying PVC/GI/CI specials as per requirement including all local and central taxes, transportation, freight charges, loading, unloading, conveyance to the site and stacking the same in closed shed duly protected from sun rays and rains etc. complete. Note: Payment will be realesed only for specials which is actually used for work & rate of specials will be approved by Ex.Engineer RWS ZP.
1
-
10230
Item No. 4 Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Sluice Valve -PN-1.6 (Without by pass arrangement ) 100 mm
1
-
8416
Item No. 5 Providing and supplying Air Valves as per IS-14845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and local), insurance, third party inspection charges, loading, unloding, transportatoin upto departmental stores / site, etc. complete. Air Valve Single Ball Flanged /Screwed Type-PN-1.6 40 mm
3
-
1367
Item No. 6 Supplying of CI mechanical joint all socket tees as dimensoinally described in table -18 of IS -13382 / 1992 coplete with ceiling rubber gasket of S.B.R.dimensoinally described in IS 12820/1989 with cast iron follwer gland and M.S. note bolt coated to otherwise protected from rusting and suitable for C.I. pipe. 280 x 80 x 80 mm dia. As per Air Valve 100 x 100 x 100 mm dia. As per Air Valve
3
-
2763
Item No. 7 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement -PN -1.6 100 mm
1
-
6867
Item No. 8 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M
966.44
-
140
Item No. 9 Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M.
135.75
-
176
Item No. 10 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M .
114.35
-
513
Item No. 11 Excavation for foundation / pipe trenches by blasting in hard rock and old cement and lime masonry foundition asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M .
33.23
-
684
Item No. 12 Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint). Working Pressure 6 to 12.5 Kg./Sq.cm. 110 MM
954
-
41
Item No. 13 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. 100 mm G.I. Medium Class(12.40 Kg./m)
18
-
117
Item No. 14 Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. 40 mm Air Valve Single Ball ( PN-1.6)
3
-
234
Item No. 15 Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. 100 mm
2
-
2065
Item No. 16 Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) .Upto 150 mm Foundation on Murum and Harder Strata
3
-
6008
Item No. 17 Providing and constructing B.B.masonry valve chamber with 15 cm thick 1:2:4 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportion x 15 cm thick slab, etc. complete as directed by Engineer-in-charge. (Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M)Note:- Wall thickness:0.23 M for depth of 1.20 M and 0.35 M for balance depth exceeding 1.20MAs above of 60 X 45 cm internal size and depth upto 0.90 M with precast R.C.C. slab cover.
2
-
5797
Item No. 18 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.
1236.31
-
73
Item No. 19 Providing and laying in situ 1:2:4 ( M-150 ) Grade of c.c. of trap/ granite/ quartzite/ gneiss/ metal for foundation and bedding including dewatering, formwork, compaction, and curing, finishing Etc. complete. With initial lead of 1.50 M below / above G.L.
4.39
-
4712
Item No. 20 Hydraulic testing of PVC pipes line to specified pressure includingcost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure guage and other necessary equipement, labour, operation charges, etc. required for testing . The rate under this item shall also include cost of resting, if necessary and reinstating to original position.Working Pressure 6 to 12.5 Kg./Sq.cm. 110 MM
0.954
-
4510
E.S.R. REPAIRING Item No. 1 Providing pressure grouting at a pressure of 5.6kg/sqcm in required row / zigzag fashion as specified at 1.5 M interval as per site conditions to stop leakages through water retaining structures to the entire satisfaction of the Engineer-in-charge including material compound, hardening materials, compressor equipment including scaffolding, smoothfinishing, etc. complete. For Concrete Structure
30
-
793
Item No.2 Providing internal cement plaster 20mm thick in two coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete
72.34
-
387
Item No.3 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.
106.29
-
608
Item No.4 Providing and fixing G.I. Pipe railing having 1.0 M. height consisting 50 X 50 X6mm thick M.S. angles as verticals at 1.5 M C/C and additional posts at every corner with 3 rows of 25 mm dia G.I. Pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc complete .
36.16
-
755
Item No.5 Providing and supplying ISI standard CI Man Hole Cover including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to depermental store site, unloading stacking etc. complete.
1
-
2597
Item No.6 Providing and fixing in position MS ladder 0.50 M wide consisting of 75 x 10 mm MS stringers and 16mm dia MS bars in double rows as steps placed at 25cm c/c including cost of material and labour involved welding, anchoring and applying 3 coats of anticorrosive paints etc complete .
8.7
-
1281
Item No.7 Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5 m long with a knob at end and with conical spike at top copper tape conductor 20 x 3 mm size copper earth plate of 3mm thick and 0.81sqm in area clamps at1m centre to centre inclu ding necessary excavation laying and fixing the conductor providing and fixing 40mm GI pipe up to3m height from ground &0.5m below ground including making all connections filling the earthing pit with charcoal, salt, etc complete..
1
-
12984
Rebate /Extra rate per meter length or part thereof over & above initial length of 10 M
3
-
353
Item No.8 Providing & fixing water level indicator upto 5 M height including MS enamelled gauge plate 300 mm wide 3 mm thick copper float,providing & fixing required accessories such as pointer, pulleys, thread including cost of all material labour,etc.complete.
1
-
6062
Item No.9 Providing and supplying ISI standard CI flanged / S& S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to depermental store site, unloading stacking etc. complete.
50
-
66
DISTRIBUTION SYSTEM Item No. 1 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M
1690.79
-
140
Item No. 2 Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M.
535.41
-
176
Item No. 3 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M .
535.41
-
513
Item No. 4 Excavation for foundation / pipe trenches in hard rock and concrete road by Chiselling,wedging,line drilling by mechanical meansor by all means other than blasting icluding trimming and levelling the bed, removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M .
56.35
-
889
Item No. 5 Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no.4985/1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same inclosed shed duly protected from sunrays and rains including cost of jointing material i.e. solvent cement, etc.complete (selffit type to be jointed with cement solvent). 75 MM PVC 4 Kg./ Sq.cm.
2136
-
71
90 MM PVC 4 Kg./ Sq.cm.
1890
-
99
110 MM PVC 4 Kg./ Sq.cm.
6
-
135
Item No. 6 Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores,etc.complete as per IS- 1239/2004. Note: One coupler shall be provided with each full length of pipe cost of which is included in rates below. 80 MM G.I.Medium Class (8.64 Kg./m.)
12
-
501
100 MM G.I.Medium Class(12.40 Kg./m)
6
-
714
Item No.7 Providing and supplying PVC/GI/CI specials as per requirement including all local and central taxes, transportation, freight charges, loading, unloading, conveyance to the site and stacking the same in closed shed duly protected from sun rays and rains etc. complete. Note: Payment will be realesed only for specials which is actually used for work & rate of specials will be approved by Ex.Engineer RWS ZP.
1
-
17493.6
Item No. 8 Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint). 75 mm Dia.PVC 4 Kg./Sq.cm.
2136
-
23
90 mm Dia.PVC 4 Kg./Sq.cm.
1890
-
28
110 mm Dia.PVC 4 Kg./Sq.cm.
6
-
32
Item No. 9 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.100 MM G.I.Medium Class(12.40 Kg./m)
12
-
117
125 MM G.I.Medium Class (16.70 Kg./m)
6
-
125
Item No. 10 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.
2796.43
-
73
Item No. 11 Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Sluice valves - PN -1.6 , 80 mm
2
-
6316
100 mm
2
-
8416
Item No. 12 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:2:4 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportion x 15 cm thick slab,etc.complete as directed by Engineer-in-charge. (Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M)Note:- Wall thickness: 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M.As above of 60 X 45 cm internal size and depth upto 0.90 M With precast R.C.C. Slab cover.
2
-
5797
Item No. 13 Providing and fixing CI Road box including loading unloading and carting to site of work including all necessary excavation in all type of strata and fixing in murum packing etc complete.as directed by Engineer in charge.100 mm x 225 mm
2
-
1342
Item No. 14 Providing and laying in situ 1:2:4 ( M-150 ) Grade of c.c. of trap/ granite/ quartzite/ gneiss/ metal for foundation and bedding including dewatering, formwork, compaction, and curing, finishing Etc. complete. With initial lead of 1.50 M below / above G.L.
9.33
-
4712
Item No. 15 Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.) 80 mm
2
-
1580
100 mm
2
-
2065
Item No. 16 Hydraulic testing of PVC pipes line to specified pressure includingcost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure guage and other necessary equipement, labour, operation charges, etc. required for testing . The rate under this item shall also include cost of resting, if necessary and reinstating to original position. 75 mm Dia. PVC 4 Kg./Sq.cm.
2.136
-
2255
90 mm Dia.PVC 4 Kg./Sq.cm.
1.89
-
3383
110 mm Dia.PVC 4 Kg./Sq.cm.
0.006
-
3383
MISCELLINEOUS WIRE FENCING Item No. 1 Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S.Angles ( 50mm x 50mm x 6mm) at 2.5 Metres, Center to center including excavating pits for foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fastening the wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc. complete.
41.2
-
519
Item No. 2 Proividing and fixing Wicket gate 1.0 M wide for compound with 40 mm dia G. I. pipe medium pipe approved grill work, RCC M-150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundiaion, finishing painting, etc. complete. As directed by Engineer in charge.
1
-
16470
TRIAL RUN Item No.1 Commissioning ,running and maintaining the scheme to quantities ,rated capacity, including managing necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical do se together with training of personnel spared by MJP/Local Body and handing over the scheme to Local Body after completion of the specified period as directed by Engineer-in-charge. Note: Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department. For single village with out WTP.
3
-
22399
Solar System Item No. 1 Providing and installing for Solar system with net metering for pumping machinery including all necessary material, transaportation, labour,taxes as per govt. guidline and as directed by Engineer-in-charge.
7.5
-
60000
MSEDCL WORK Item No.1:- Providing, erecting and giving test of H.T.Line, Distribution Transformer, L.T.Line with all necessary material and labour charges. MSEDCL Quotation, Connection Charges and 1.3% supervision Charges paid to MSEDCL as per estimate approved by MSEDCL Officer etc. complete. (Note:- Payment will be paid to Contractor as per MSEDCL Estimate & work done approved by Engineer in charge.)
1
-
387000
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements