Rural Development Department Tender

Providing stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete.

Providing & supplying ISI std. C.I. D/F specials including all statury duties and taxes such as GST levied by GOI & GOM in all respect, railway fright, insuramnce, unloading form railway wagon, loading into truck transport to departmental store / site, unloading stacking etc. complete.upto 150 mm dia.

Providing and fixing earthing ( plate type) ER-4/124

Providing and supplying PVC Specials suitable for PVC pipes of above Dia. ….etc.complete 5% cost of pipe

Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road incluidng removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge normal dewatering, preparing the bed for foundation and excluding backfilling, etc. comlete.

Pump House Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering preparing the bed for foundation and excluding backfilling, etc. complete.

Repairing of existing pipeline during the excavation of rising main as directed by Engineer in charge. As Per rate analysis

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.

Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost 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 gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.. HDPE 140 mm 6 Kg/cm2

In Weathered rock / Soft rock

Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation, 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 required, etc. complete.

Sluice Valve 80 mm

Providing and applying two coats of waterproof cement paint of approved manufacture and of approved colour to the plasterded surfaces including one coat of white wash over plastered surface ,scaffolding if necessary and preparing the surface, curing etc.complete.

Cost for 25,000 lit capacity RCC ESR 12M stage=

ADD GST 12%

90 mm 4 Kg/Cm2

Giving satisfactory hydraulic testing of following C.I.D.F. relux valves, butterfly valves and sluice valves etc. complete Scour valve 80 mm

In Weathered rock with boulders

Providing Tools of Best quality Rate Analysis

Providing and fixing C.I. road box including loading, unloading and carting to site of work including…….etc. complete. 225 mm x 300 mm (40Kg)

Lift 7.50 to 9.00 M

Lift 13.50 to 15.00 M

Providing and erecting pressure gauge of required range complete with syphon tube,isolating cock suitable for 12 mm dia Pipe. 100 mm dia PM 11-1 page 7

Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to the 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. 6 mm thick

b) Electrical Charges ( 1 months)

Giving satisfactory hydraulic testing of following C.I.D.F. relux valves, butterfly valves and sluice valves etc. complete Sluice Valve 100 mm

Lift 4.50 to 6.00 M

Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road incluidng removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge normal dewatering, preparing the bed for foundation and excluding backfilling, etc. comlete.

Providing and erecting armoured cable 1100 v.grade with ISI mark four core solid aluminium conductor with 6 mm thick 25 mm width MS spacer with GI earth wire 6 sqm complete ereatal on wall / on pole with 25x3 mm m s clamp or in provide trench in an approved manner 3 core 6 sqmm 32 mm dia PVC for laying cable including trench

Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.

Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation, 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 required etc. complete. ( Including cost of binding wire).

Providing sand faced plaster externally in cement mortar using Kharsalia / Kasaba or similar type of sand, in all positions including base coat of 15mm thick in C.M. 1:4 using waterproofing compound at 1kg.per cement bag, curing the same for not less than 3 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8mm thick in C.M. 1:4, finishing the surface by taking out grains and curing for fourteen days, scaffolding etc. complete. Spec. No. : BdL - 16 / 85 20 mm thick cement plaster in C.M.1:5

90mm dia 4Kg/Cm2

Pumping Machinery Item No.1:- Providing ,erecting and giving test of submersible pumpset confirming to IS 8034 and motor confirming to IS code 9283 with water proof winding.Pump shall be suitable for various deliver head and discharge with stainless steel shaft, motor suitable for working on 415V +/- 10%,3Ph 50Hz A.C. supply with cable guard, thrust carbon/fibre bearing to withstand entire hydrulic thrust. HP-10 Discharge -22500 Head - 59 M Erection

Providing , and supplying, lowering laying double flanged short body pattern type manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearings excluding C. C. foundation/ structural steel support confirming to IS 13095-1991, 150 mm dia Sluice Vavle PN -1

Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means.

Filling in plinth and floors / trenches with approved murum from excavated materials from foundation 15 cm to 20 cm layers including watering and compaction complete.

Lift 1.50 to 3.00 M

Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted 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 in water level is recorded. The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. scheme shall be recorded prior. to the test including cost of all materials.overhead,labours etc. completed as directed. by Engineer- in - charge The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days. LPS less than 25,000

Providing II nd class B.B. masonry with conventional bricks in C.M. 1:6 of following proportion in superstructure including striking out and raking out joints, watering and scaffolding, etc.complete For Plinth

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 140 mm 6 Kg/cm2

Providing and fixing in position air valve shaft including providing and fixing GI Medium class or 6 mm thick M.S. Pipes 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) Foundation on Hard strata

Providing and supplying I.S.I. standard DI double flanged pipes including all taxes (central & local ) Rly. Freights, insurance, unloading from railway, wagon, loading into truck, transport to sunloading, stacking etc. complete as directed 150 mm dia. CI DF Pipe

Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all statutary duties and taxes such as GST levied by Gol and GoM in all respect , transportation etc complete. Sluice Valve 150 mm

Providing and applying washable oil-bound distemper of approved colour and shade to old & new surfaces in one coat including scaffolding, preparing the surfaces

(Market Rate)

Lowering, Laying and jointing in position & fixing C.I.D/F Reflux valves, Butterfly valves and sluice valves incluidng cost of all labour, jointing material including nut blots and giving satisfactory hydraulic testing etc. complete. Scour valve 80 mm

Proividing and fixing Wicket gate 1.0 M wide for compound with 40 mm dia M.S.black pipe medium class, 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. M.S. Wicket gate 1.0 M wide

Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. 3 core 10 sq mm

Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, ,plywood form work,bully/steel prop ups compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh 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.) For RCC M-200 grade Slabs / Landings / Vertical Walls / Waist Slabs / Steps for Staircase

Providing and fixing in position C.I. Type dapuri steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge.

Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, ,plywood form work,bully/steel prop ups compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh 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.) For RCC M-200 grade Beams/Braces/Lintels

Providing and fixing board displaying information such as Nameof work. Tender cost, Name of contractor, Work completion andliability period etc., having rectangular shape of 120 m x 0.90 m size made out 18 gauge (1.25mm) thck mild steel sheet painted with one coat of zinc chromate stoving primer and tow coats of enamel paint on front side and grey stove enamel on back side and border / message / symbols etc. with approved colour shade paint complete on MS angle of size 35 x 35 x 3mm frame with properly cross braced MS angles of size 35mm x 35mm x 3mm duly painted including two MS angle iron posts of size 65mm x 65mm x 6mm, 3.65 m long paintedwith alternate black and white boards 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. Spec. No. As directed by Engineer in charge

Sluice Valve 80 mm

Production Well 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 sub mergence for initial lift of 0 to 1.5 M

Miscellanious Works Providing and erecting Chain linked fencing of 1.60mt.height with G I chain link of size 50x50x8 mm guage thick and fixed 75 mm above ground level vertical MS Angle of 40 mm x 40 mm x 6mm) at 1.75 Metres, centre to centre with iron bar 16 mm Dia holdfast including excavating pits for foundation, embedded in CC block of 1:4:8 mix of size 450 x 450x 670mm at 1.75 m C/C with iron bar 16mm dia. as hold fast including welding link with angle frame at 30cm C/C with nuts and bolts at horizantal MS angles at top and bottom of 25 x 25 x 5mm size and vertical MS flat 35 x 5mm and 25 x 5mm horizantal including cross support of 40 x 40 x6mm angles both sideat every corner or bend embedded in concrete blocks of 1:4:8 of size e 450 x 450x 670mm including 3 coats of oil painting etc. complete.

Lift 6.00 to 7.50 M

Rising Main Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 /13488 (Latest version) 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. HDPE 140 mm 6 Kg/cm2

Lowering, Laying and jointing in position & fixing C.I.D/F Reflux valves, Butterfly valves and sluice valves incluidng cost of all labour, jointing material including nut blots and giving satisfactory hydraulic testing etc. complete. Sluice Valve 100 mm

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.

c) Chemical and Testing Charges ( 1 months) As Per rate analysis

Providing and laying situ cement concrete of trap/ granite/ quartzite / gneiss metal for RCC works as per detailed drawings and designs or as directed by Engineer- in - charge including normal dewatering, centering form work compaction, finishing the formed surfaces with C.M. 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 weigh 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) slabs and landings. M-200 For Slab

Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all statutary duties and taxes such as GST levied by Gol and GoM in all respect , transportation etc complete. Scour Valve 80 mm

Distribution System Providing and supplying in standard lengths ISI mark rigid unplastised PVC for potable water with rubber ring joints including cost of rubber ring as per IS-4985-1998, including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, transportation, freight charges, transit insurance inspection charges, loading, unloading,conveyance to store/site and stacking the same in closed shed duly protected from sun rays and rains, etc. complete ( with third party inspection ) (socketed) 110 mm 4 Kg/cm2

Lift 3.00 to 4.50 M

Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin,

Providing and fixing 15 mm GI pipe and fitting 15 mm medium Basic Rate+12% G.S.T.= 70.00+ 8.40 = 78.40

Sluice Valve 80 mm

Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000

R.C.C.E.S.R. Capacity 60000 & 25000 Lit. 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 for E.S.R. having capacity 500 m3 & not more than 6 m c/c for E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, 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 lowering, 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 M.S. ladder, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with ltermite treatment for underground parts of the structures 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-in-charge. Notes:1. The design of the structure be in accordance with relevent (I.S.3370 - 1965 or revised) 2. The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks. 3. For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracking is also obligatory. 4.. The entire structure shall be in M 300 mix only. 5. Plain round mild steel bars grade - I confirming to I.S,432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed. 6. Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level. 7. These rates include providing, M.S. ladder for E.S.R's upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity. 8. Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-300 9. These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition. 10. All condition given in the Member Secretary"s Circular No.MJP/TS-I/350/1668 dt. 2.8.97 and MJP/S-I/350/2127 dt.13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below. 11.. 75% part rate shall be payable for reinforced cocnrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given ; and till that work shall be treated as incomplete. 12. The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet washout overflow and by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials upto 5M beyond outer face of outermost column. 13. For ESR upto 500cum capacity C.I.D. double flanged pipes upto 300mm dia shall be provided and C.I.Specials shall be used.For ESR above 500 cum capacity C.I./M.S. pipes assembly with minimum 8mm thick ness up to 500mm dia. And minimum 10mm thickness above 500mm dia can be used with proper anti-corrosive epoxy teratment from inside and outside. 14. Below mentioned rates are for foundation, with individuals footing with bearing capacity of 30 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% wheresafebearing capacity ( SBC) is 5 M.T. per Sq.m and by 5% where SBC is more than 5 MT/Sqm. and upto 10MT/Sq.m. This percentage of 5% or 7,5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevent DSR Item. 15.The rates shall be increase by 30% for brearing piles upto depth of 10m and for further increased in depth by 5M each it shall be increased by another 10% These rates are applicable where raft is not reasible for pile foundation sulfate resistant cement shall only be used. Single pile for the column is not permitted Group of piles shall be designed with pile cap for each column of ESR. 16. These rates are applicable for staging height of 12 M These rates shall be increased or decreased for per metre variation in the staging height as below Cost for 60,000 lit capacity RCC ESR 12M stage=

Providing and fixing LT panel board ( R A of Panel Board)

Providing and laying rough Shahabad / Tandur / Kota / Stone for flooring / Skirting of following thickness 30 cm wide in plain / diamond pattern on a bed of 1:4 cement mortar ( 20 mm thick ) including cement float for mortar bedding , cement pointing in cement mortar 1:3 striking joints, curing and cleaning, etc.complete. 50 to 60 mm rough shahabad

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.

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. excluding refilling. Aditional lift charges For Proposed well

Providing and supplying Air Valves as per IS - 10845 and MJP's standard specifications of approved make and quality of following diametersincluding all taxes (Central and local), railway freight, inspection incharges, unloading from railway wagons, loading into truck, transportation upto departmental stores / site, unloading and stacking etc. comlete (40 mmdia) With Third Party Inspection Air Valve Single Ball Flanged / Screwed Type - PN - 1 50mm dia

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 meters and lifts as below, stacking and spreading as directed, manual dewatering preparing the bed for foundation and excluding backfilling, etc. complete.

90 mm 4 Kg/Cm2

Providing and laying in situ following grades of C.C. of trap/ granite / quartzite / gneiss metal for foundation and bedding including dewatering form work, compacting and curing, finishing etc.complete. ( M -150)

Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all statutary duties and taxes such as GST levied by Gol and GoM in all respect , transportation etc complete. Sluice Valve 100 mm

Providing and lowering 90 mm HDPE pipe for submersible pump set 65 mm Class C ( Heavy Class)

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 meters and lifts as below, stacking and spreading as directed, manual dewatering preparing the bed for foundation and excluding backfilling, etc. complete.

Lowering, Laying and jointing with PVC 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 110mm dia 4Kg/Cm2

For Superstructure

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 with all leads and lifts.

Excavation for foundational pipe trenches in hardmurum of all type removing the excavated material and stacking it in measurable heaps within a distance of 50 m from the area ande lift as below, dewatering and excluding back filling complete

Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin,

Providing and laying in situ cement concrete of M-20 grade of trap / granite / quartzite / gneiss metal for R.C.C. work in foundations like raft, grillages, strips, foundations and footings of R.C.C. columns and steel stanchions including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing and roughening the surface if special finish is to be provided (Excluding reinforcement, & structural steel) The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Wooden planks / shuttering will not be allowed) M-200 For Foundation

Providing and fixing 150 mm dia GI coupling PW 3-7/15 150 mm dia

In Hard rock other than quartzite

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. CIDF Specials upto 300 mm

Lift 12.00 to 13.50 M

12 mm thick for internal walls

Supply

Providing and fixing steel windows of various sizes as per detailed drawing with hot dip zink coating without ventilator including fabrication glazing non assentik glass panal of approved type and quality, fixtures and fastening without teak wood boxing and architravaes and finishing with one coat of primer etc.complete.

Lift 10.50 to 12.00 M

Hydraulic testing of PVC pipe line to specified pressure including cost 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 gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 110 mm 4 Kg/Cm2

Providing and supplying, lowering laying 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) 150 mm dia Non Return Valve PN 1.00

In Hard rock quartzite

Taking Trial Bore in all types of strata soft soil, murum, hard murum with boulders, soft rock hard rock & quartizite etc. The item includes all Hire & running cost of Machine conveying all materials to site of work as directed by Engineer-in-charge, In all Types of Strata In Overburden (Soft soil, murum)

Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including centering, formwork of plywood / steel, compaction, covering newly laid concrete by gunny bag, plastic or tarpaulin, finishing the formed surface with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement.) The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Wooden planks / shuttering will not be allowed) M-200 For Column

Providing and laying situ cement concrete of trap/ granite/ quartzite / gneiss metal for RCC works as per detailed drawings and designs or as directed by Engineer- in - charge including normal dewatering, centering form work compaction, finishing the formed surfaces with C.M. 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 weigh 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) M-200 For Beams

Excavation for foundational pipe trenches in hardmurum of all type removing the excavated material and stacking it in measurable heaps within a distance of 50 m from the area ande lift as below, dewatering and excluding back filling complete

Providing and fixing name board LT 20/16

Trial Run Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above 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 Depertment. a) For single village ( 1 months)

Providing and fixing mild steel grill door 22 to 24 kg per square metre of various sizes as per detailed drawings without hot dip coating with iron oxidised fixtures and fastenings ans 3 coats of oil painting etc.complete..

Providing and supplying PVC Specials suitable for PVC pipes of above dia. ….etc.complete 1% cost of pipe

Providing and constructing B.B. masonary valve chamber with 158 cm thick 1:3:6 proportion PCC bedding, excluding excavation B.B. masonary in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge Note. Wall thickness : 0.23 M for depth of 1.2 for depth of 1.2 M and 0.35 for balance depth exceeding 1.2 M) valve chamber with Precast R.C.C. covers. a) As above of 90 x 60 cm internal size and depth upto 1.2 M