Rural Development Department Tender

Item No. 3: Providing and laying in the situ Cement concrete of trap / granite/ quartzite I gneiss metal for the RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, from work, compaction, finishing, and curing etc. complete.( By weigh batching and mix design for M- 250 and M-300 only. Use of L &T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.(Excluding M.S or Tor reinforcement) .ln RCC M- 200 ( MJP CSR 2019-20, .P.No.40) 4Nox1 .20mx1 .20mx0.15m=0.86cum 4Nox{( 1.2 x 1.2)+(0.40x0.23)}/2x0.20m =0.61 cum Total qty.=0.86+.61=1.47cum

Item No. 4: 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, from work, compaction, finishing the formed surfaces with CM 1 :3 of sufficient thickness if special finish is to be provided and curing, etc. complete.( By weigh batching and mix design for M-250 and only. Use of L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted (Excluding M.S or Tor reinforcement). For RCC M-200 grade- all types of columns. ( MJP CSR 2019-20 .P.No 40) 0. 70+0.40+1.00=2.10 4Nox0.400mx0.230mx2.1 Om =O. 77cum

Item No. 5: 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, 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, ACC, Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. (Excluding M.S or Tor reinforcement) grade- Beams/Braces/ Lintels . . ,( MJP CSR 2019-20,.P.No.40) Beam-1 Nox2Nox3.00mx0.30mx0.40m=O. 72cum Beam-1 Nox2Nox2.40mx0.30mx0.40m=O. 57 cum Total qty.=0.72+.57=1.29cum

Item No. 06: 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, 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, ACC. Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. (Excluding M.S or Tor reinforcement) 300 Slabs/ Landings/ Vertical walls/Waist Slabs /Steps for Staircase. MJP 2019-20 P No 41 slab(B) -1 Nox3.00mx3.00mx0.20m=1.80cum slab -1 Nox3.00mx3.00mx0.12m=1.08cum Vertical wall 2x3.00x0.20x1 .80=2.16 2x2.60x0.20x1 .80=1.87 Total qty.=1.80+1.08+2.16+1.87=6.91 cum

Item No. 07: Providing llnct class B.B. masonry with conventional . bricks in C.M.1 :6 as superstructure of inner walls/ external walls including normal dewatering, striking joints on unexposed faces, raking out joints on exposed faces and watering, etc. complete. ( PWD DSR.2008-09,Sr.No& P.No.254) Plinth Constq. 4Nox2.40mx0.90mx0.23m=1.98cum Total qt=1.98cum

Item No. 08: Providing 20 mm thick & 12mm thick cement plaster in two coat in 1 :3 cement mortar without neeru finish to concrete, brick or stone surfaces in all positions including scaffolding and and curing etc. complete. External Plaster ( PWD,DSR.2019-20,Sr.No.&code No.96BDL7 P. No268/269 ) 4xx3.00x0.90=10.80 - 4Nox3.00mx1 .80m=21.60sqm

Internal Plaster ( PWD, DSR.2019-20,Sr. No.&code No.90BDL2B P.No.31 ) - 4Nox2.60mx1 .80m=18. 72sqm - 1 Nox2.60mx2.60m=6. 76sqm Total qty.(18.72+6.76)=25.48cum

Item No. 09: Providing and applying two coats of washable Oil- bond distemper of approved colour and shade to old (PWD DSR.2019-20, P No 287 b ) External -qty. as per external plaster

Item No. 10: Providing and Fixing in position steel bar reinforcement of various diameters for RCC popes, 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) Tor steel. (MJP CSR 2019-20,.P.No.42 ) Qty.for RCC-1.47+0. 77+1.29+6.91=10.44 10.44cumx60%=0.62MT

Item No.11: Providing and Filling murum for flooring 15cm with Murum from. Out side Laid to proper level slope etc .comp. MJP DSR.2019-20,P No 36 2.50MX2.50Mx0.90=5.62 cum

ITEM NO.12 Providing and supplying GI medium pipe with all taxees incl. transportion and lowering laying ,jointing in position withal! labour etc comp. 80mm dia GI pipe =6.00Rmt@ R2te(501+107)=608.00 MJP 19-20 P No 71/72

B)PIPELINE 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 meters and lifts as below, stacking and spreading as directed, normal dewatering, preapring the bed for foundation and excluding back filling etc.comp.Lift Oto 1.5 m. ( MJP CSR 2019-20 P.No.33 Sr.No.1) 300.00x0.70mx0.20m = 42.00cum

Item No. 2: Excavation for foundation / pipe trenches in hard murum including remving the excavatted material upto a distance of 50 M beyond the area and lift as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc comp. I 0 00 to 1 !'10M ( MJP CSR 19-20P.No.33 Sr.No.2) 300.00x0.70mx0.30m = 63.00cum

Item No. 3: Excavation for foundation / pipe trenches in sort rock and old cement and lime masonary foundation asphalt road including removing the excavated material upto a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preapring the bed etc. complete. 0.00 to 1.50m. ( MJP CSR 19-20 P.No.33 Sr.No.5) 300.00x0.70mx0.20m = 42.00cum

Item No. 4: Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 meteres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete. ( MJP CSR 2019-20P.No.34 Sr.No.?) 30.00x0.70mx0.15m = 2.10

Item No. 5: Providing and supplying in standard lengths ISi Mark rigid unplasticised PVC pieps suitable for potable water with solvent cement joints including cost of couplers, as per IS specification No. 4985/1988 including all local central taxes, transportation fright charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material etc. comp (Selffit type to be jointed with cement solvent.) ( MJP CSR 2019-20 P.No65,66 Sr.No.1-b) Working pressure 4 Kg/Sq.cm 3) 75 mm dia - 300.00Mtr

Item No.6: Lowering, laying and jointing with PVC pipe 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) ( MJP CSR 2019-20 P.No.69 Sr.No.3-b) Working pressure 4 Kg/Sq.cm 3) 75 mm dia - 300.00Mtr

Item N.7: Providing 1$1 mark G.l.pipe of following class and dia including all local and central taxes ,octori inspection charges transportation to stores etc comp. ( MJP CSR 2019-20P.No.65 Sr.No.1-c) 65mm dia - 9.00.00Mtr

Item No 8: Lowewring and laying ISi mark G.I. pipe of following class and dia including ail local and central taxes • ~- ,octori inspection charges transportation to stores etc complete ( MJP CSR 202019-20 P.No.81,82 Sr.No.2-c) 65mm dia - 9.00.00Mtr

Item No. 9: Providing double flange sluice valve confirming-for IS-2906/14846 including worn gear arragements as per pressure stainless steel spindle.caps including ail taxes transportaion etc. comp. Sluice valves - PN-1 ( MJP CSR 2019-20P.No.127,132 Sr.No.2-b) 65 mm dia - 03No.

Item No. 10: Providing double flange Reflex valve confirming for IS-2906/14846 including worn gear arragements as per pressure stainless steel spindle.caps including all taxes transportaion etc. comp. Reflex valves - PN-1 ( MJP CSR 2019-20 P.No.132 Sr.No.1-a) 65 mm dia - 1No.

Item No. 11: Lowering, laying and jointing in position following C.I. D/F reflux valves, Butterfly valves and sluice valves including cost of ail labour jointing material including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves) ( MJP CSR 2019-20 P.No.132 Sr.No.4) 65 mm dia - 04No.

Item No. 12: Item No. 10 - Providing and supplying Air Valves as per IS-10845 and MJP's standard specifications of approved make and quality of following diameters including all taxxes (Central and Local), railway freight, inspection charges, unioding from railway wagons, loading into truck, transportation upto departmental stores / site, unloding and stacking etc. complete. Air Valve double ball flanged Type - PN-1 ( MJP CSR 2019-20 P.No.153 Sr.No.6-a-i) 25mm dia.Single ball -2.00Nos.

Item No. 13: Lowering, laying and jointing in position following C.I.Air valves including cost of all labour jointing material including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves) Air Valve Single ball flanged Type - PN-1 ( MJP CSR 2019-20 P.No.157 Sr.No.10-b:vi) 25mm dia - 2.00No.

Item No. 14: 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. ( MJP CSR 2019-20 P.No.36 Sr.No.15) Total excavated Qty. = 150.15Cum deduction i) CC bedding= 2.70Cum ii) Pipe volume a) 75 mm dia 0.785x( 0.075)2x 300.00m = 1.32 Nett Qtv after deduction =146.13Cum

Item No.15 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 form work, compacting and curing. Finishing etc . complete with initial lift of 1.5 m. below I above oround level MJP CSR 202019-20 P.No.40 Sr.No.1 b For pipe line trenches- 30mx0.60mx0.15m=2. 70cum

Item No. 16 Providing.supplying and fixing pipe special including all local taxes etc.comp. 5% of pipe costs

Add 12% FOR G.S.T. charages

ADD 1 % FOR INSURANCE CHARGES