Well Sinking & River Infiltration Works

← All sections of MJP SSR 2023-24

Code	Description	Unit	Rate
M-1	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 required) including ramming, compacting to 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 Engineer-in-charge. Note: Pay line maximum. Top width payable shall be 2 Mtr. and maximum payable side slopes shall be 1.5 horizontal to 1 vertical, if constructed top width of the side slopes less, then the measurements at actual are payable. Extra top width or flat slopes are payable. Contractor is free to use ballies, plastic sheets, piles, pipes, CGI sheets supporting hearting materials instead impervious/ semi-pervious hearting materials for which no extra payments shall be payable. 30% payment shall be withheld for dismantling of coffer dam. This foot note shall appear tender condition. (Type section is shown on page of type design section of CSR).	the Cum	₹ 818
M-2	Providing and fabricating at work shop, carting to site of work, including transport, loading, unloading, hoisting, lowering and setting out 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 bottom. Cutting edge should be provided pieces not less than 2 M in length. Each joint should be plain from outside and jointed gusset plate 400 x 200 x 12 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 welded from top of chamfered portion at mm from bottom so that 15 mm side should in contact with cutting edge with overlap of 300 mm joints. 16 mm dia bar should be welded M.S. plate 200 mm below the top surface length should be 1.8 M above plate with a bend 300 mm from plate surface including 3 coats anticorrosive paint as directed by Engineerin- charge.	kg	₹ 122
M-3	Providing and filling puddle (selected good impervious clay) in Kolhapur type weirs proper layers of 15 cm including watering, ramming and compaction, etc. complete with leads and lifts.	cum	₹ 308
M-4	Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials, labour, transportation, etc. complete with all leads lifts.	cum	₹ 974
M-5	Providing and fixing 80 mm dia A.C./ P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts, etc. complete.	rmt	₹ 231
M-6	Providing and fixing M.S. chequerred plate flooring of following thickness supported M.S. angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plates to required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
M-6.a	6 mm thick	sqm	₹ 5,156
M-6.b	8 mm thick	sqm	₹ 6,389
M-7	Providing at site of works ISI standard RCC slotted pipes of NP-3 class including cost all central and local taxes, octroi, inspection, transportation, etc. complete including cost RCC collar, etc. complete.
M-7.a	450 mm dia	rmt	₹ 4,411
M-7.b	600 mm dia	rmt	₹ 6,612
M-8	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.
M-8.a	450 mm dia	rmt	₹ 271
M-8.b	600 mm dia	rmt	₹ 361
M-9	Lowering, laying and jointing CI 'B' class connecting mains with rubber gaskets including transportation of pipes from stores site of works, cost of jointing materials, cost rubber gasket with all leads and lifts, etc. complete.
M-9.i	300 mm dia	rmt	₹ 312
M-9.ii	350 mm dia	rmt	₹ 364
M-9.iii	400 mm dia	rmt	₹ 466
M-9.iv	450 mm dia	rmt	₹ 481
M-9.v	500 mm dia	rmt	₹ 572
M-9.vi	600 mm dia	rmt	₹ 783
M-9.vii	700 mm dia	rmt	₹ 1,041
M-9.viii	750 mm dia	rmt	₹ 1,176
M-10	Providing, lowering, laying and placing position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery 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 directed by Engineer-in-charge.
M-10.a	40 mm gauge pebbles	cum	₹ 1,857
M-10.b	12 mm to 20 mm gauge pebbles	cum	₹ 2,187
M-10.c	6 to 12 mm gauge pebbles	cum	₹ 2,463
M-10.d	Coarse sand (from river sand at site)	cum	₹ 1,615
M-10.e	Fine sand (from river sand at site)	cum	₹ 1,846
M-11	Providing and fixing in position Cl dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying coats of anticorrosive paint, etc. complete directed by Engineer-in-charge.	nos	₹ 464
M-12	Providing and fixing M.S. sluice gates position as per detailed drawings and specification including cost of all materials, labour, operating pedestal, connecting rod, painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-in- charge.	kg	₹ 137
M-13	Providing and fixing in position C.I. / M.S. rose pieces in intake wells including cost of materials and labour, painting with three coats of anticorrosive oil paint, etc. complete directed by Engineer-in-charge.	kg	₹ 120
M-15	Providing and spreading around the well mm thick polyethylene sheet complete directed by Engineer-in-charge.	as Sqm	₹ 30
M-16	Dewatering charges for estimation purpose for head works in river basin or dam:
M-16.i	Approach Channel	rmt	₹ 7,152
M-16.ii	Intake Well of 3 M dia.	nos	₹ 94,068
M-16.iii	Inspection Well of 2 M dia.	nos	₹ 61,167
M-16.iv	Connecting Main	rmt	₹ 5,750
M-16.v	Jack Well of 6 M dia.	nos	₹ 287,016
M-16.vi	Approach Bridge Notes	rmt	₹ 959
M-17	Carrying out recuperation/ yield test asserting the discharge of constructed well/ excavated profile as directed by Engineer-in- charge. The test is carried out by drawing down water from the well/profile below normal/ subsoil water level upto full depth rise in water level is recorded. The normal water level/ subsoil water level in the well/ profile as well stainer/ suction level at pump as per design W.S. scheme shall be recorded prior to the including cost of all materials, overhead, labourers, etc. completed as directed. The test shall be carried out as per Tech. Circular No. 2597 & 2011 -97 and shall carried out for 7 days.
M-17.i	Lps more than 25,000	day	₹ 3,462
M-17.ii	Lps less than 25,000	day	₹ 2,492

Source: Maharashtra Jeevan Pradhikaran State Schedule of Rates 2023-24 (w.e.f. 20/06/2023), sections E to N. Rates are shown as published; check the official book and its correction slips before you submit an estimate. BESTimate is not issued by or affiliated with this department.

Made free with BESTimate by F K Consultant · estimate.fkconsultant.com/calculators · approximate figures — check against your drawings and local rates.