Rural Development Department Tender

Item No.4 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing 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 RCC Footings ( M-200) (MJP DSR 20-21, Sr. No. 02/c, P.No. 49 )

Item No.5 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, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness 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 ) RCC COLUMNS ( M-200) (MJP DSR 20-21, Sr. No. 03/b, P.No. 49 )

Item No.6 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 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.) RCC BEAMS & lintel( M-200) (MJP DSR 20-21, Sr. No. 04/b, P.No. 50 )

Item No.7 Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering, form work, 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 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 .) Slab & Landing steps ( M-200) (MJP DSR 20-21, Sr. No. 06/b, P.No. 51 )

Item No.8 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, form work, 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 weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) Excluding M S or Tor reinforcement. Chajja ( M-200) (MJP DSR 20-21, Sr. No. 13/b, P.No. 55 )

Item No. 9 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete.

Item No. 10 Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar of following proportion superstructure including striking out & racking out joint watering and scafolding etc complete. (PWD SSR 21-22 P.NO.144 I.NO 27.05)

Item No. 11 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) Tor Steel MJP SSR 21-22 (revised) pg no. 13 Section-A

Item No.12 Providing and laying Rough Shahabad Stone Flooring 25 mm to 30 mm thick and of required width in plain /diamond pattern on a bed of 1:6 C.M. including cement float ,striking joints ,pointing in cement mortar 1:3 curing and cleaning etc. complete. (PWD SSR 21-22 P.NO.156 I.33.01)

Item No.13 Providing internal cement plaster 12 mm. thick in single coat in cement morter 1:5 without neeru finish to to concrete or brick surfaces, in all positions inculding scffolding and curing complete.(Bd-L-5/368) (PWD SSR 21-22 P.NO.153 I.33.05)

Item No.14 Providing sand faced plaster externally in cement motar 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 recive the sand faced tretment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for foureen days scaffolding etc. complete. (PWD SSR 21-22 P.NO.153 I.32.11)

Item No.15 Provinding and applying white-wash in Two coat on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down complete.(236 Bd-P-1-A) (PWD SSR 21-22 P.NO.218 I.36.02)

Item No.16 Provinding and applying washable oil-bound distemper of approved colour and shade to old and new surface in two coats including scaffolding preparing the surfaces (excluding the primer coat) etc.complete.(Bd-P-5/413) (PWD SSR 21-22 P.NO.167 I.36.11)

Item No.17 Providing and fixingsteel frame of angle 50X 50X 6 mm for windows with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portion with M.S. flat of size 40x6 mm vertical at center including iron hold fast boxes for fixing 40x6 mm vertical at center including iron .PWD S.S.R. I.No. 1152/39.35 P.No. 313 (PWD SSR 21-22 P.NO.182 I.39.33)

Item No.18 Providing and fixing in position factory made box type steel window with glazed fanlight including steel windows of cold rolled section of 105mm x 60mm x 1.25mm thick frame section filled with cement concrete (1:2:4) and metal pressed steel shutters of 20 gauge (1mm) as per detailed drawing and design or as directed including providing horizontal mild steel 12mm square bars at 10cm center to center, required F7B section, section 76, section 20mm x 5mm mild steel flat for shutter and F4B section for frame, 3mm thick glass of approved quality for fanlight necessary fixtures and fastening etc. complete finishing with one coat of anticorrosive paint etc.complete (PWD SSR 21-22 P.NO.181 I.39.22)

Item No.19 Providing and fixing steel frame door of angle 50X 50X 6 mm with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing,painting etc complete. (PWD SSR 21-22 P.NO.182 I.39.35)

Item No.20 Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm ( 5mm x 3) thick x 30 mm width on one style and top rail and 10 mm (5mm x 2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and /or prelim colours on one side after routing the moulded design on flush doors and 2 mm plain and /or pre lam PVC on other side using rubber adhesive on flush door and solvent cement adhesive on the PVC lipping etc. as per direction of Engineer in charge and manufacturers specification and drawing etc. complete. (PWD SSR 21-22 P.NO.186 I.39.48)

Item No.21 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 SSR 21-22 P.NO.45 I.15)

PUMPING MACHINARY FOR MREGS WELL 5 BHP Item No.1 Providing, erecting and giving tests of submersible pump set confirming to IS 8034 and motor confirming to IS 9283, with water proof winding and discharge with stainless steel shaft. Mortar suitable for working on 415 V = 10% 3 phase 50 Hz A.C. supply with cable guard, thrush carbon/fible bearing to withstand entire hydraulic thrust with suitable suction strainer, pump should have suitable discharge outlet as per manufacture's design. Antithrust streamlined run and 2 pairs of erection clamps 80 mm width non return valve.Submersible pump 150 mm dia (with bronze impeller upto 8 stages). Submersible pump 150 mm dia (with bronze/ Stainless steel (CF8M) Impeller upto 8 stages). 5 BHP suitable for 41 mtr head & 11216 litres/hr discharge. (MJP MECH SSR 21-22 P.NO.1 PM 1-2-5)

Item No.2 Providing and Fixing L.T. skeleton panel board upto 7.5 HP. (As per detail sheet attached)

Item No. 3 Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. (PWD Elect. CSR 2021-22 P. No. 218 I. No. 12-4-9)

Item No.4 Providing & erecting ISI mark G.I. pipe of following class and dia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete 80 mm dia (heavy) on well (MJP CSR 2021-22 P. No. 82 l. No. 1.III.1.c.vii)

Item No.5 Providing, supplying and fixing ISI mark CI D/F Reflux valve (non-return valves of following dia including all taxes (central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store/site, unloading, stacking etc. complete. Reflux valves as per I.S. 5312 part I (1984) a) Without bypass arrangement - PN - 1 100 mm dia (MJP CSR 2021-22 P. No. 131 l. No. 1 a). v)

Item No. 6 Providing and fixing double flanged sluice valve confirming for IS-2096/14846 including worn gear arrangements as per test pressure stainles steel spindle, caps including all taxes transportation etc complete. a) Sluice valve - PN - 1 (Without bypass) 100 mm dia (MJP CSR 2021-22 P. No.132 l. No. 2Aiii)

Item No.7 Lowering, laying and jointing in position following C.I.D/F Reflex 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.) a) Sluice valve - PN - 1 (Without bypass) 100 mm dia (MJP CSR 2021-22 P. No.135 l. No. 4 v)

Item No.8 Providing and erecting pressure gauge of required capacity complete with syphon tube, isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with tapping on rising main pressure gauge (100 mm dia) (MJP Mech. CSR 2021-22 P. No.7 PM11-1)

Item No.9 Providing earthing with galvanized iron earth plate size 60 x60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification no. EA-EP. Plate type Electrode (IS 3043) 1. For pump - 2Nos 1. For panel board - 1No. (PWD Elec. CSR 2021-22 Item No. 9-1-3)

Item No.10 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 departmental store/site, unloading stacking etc. complete. CI D/F specials i) 80 to 300 mm dia (MJP CSR 2021-22 Section-I(I) P. No. 72 l. No. 6ai)

BORE WELL Item No.1 Taking surface bore well of 150mmdia and 60M of depth (as per GSDA certificate) 1x60=60mtr GSDA DSR 21-22 P NO.1l No. A1

Item No.2 Providing PVC casing pipe 180mm 6kg/cm2 IS 47985-1988 For one bore well 1x6=6 Rmt GSDA DSR 21-22 P NO.2 l No. U3

Item No.3 yield testing charges GSDA DSR 21-22 P NO.2 l No. E2

Item No.4 Providing PVC cap of 180 MM Dia. GSDA DSR 21-22 P NO.2 l No. U4

PUMP ESTIMATE 3 BHP For Bore Well Item No. 1 Providing erecting and giving test of submersible pump set confirming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, motor suitable for working on 415 V +- 10% , 3 PH , 50 HZA.C.supply with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. the pump set shall be suitable for direct coupling, with suitable uction stainer.pump should have suitable discharge out let as per manufactures design.antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single/double run and 2 pairs of suitable size erection clamo 10 mm thick shall be provided with each pump. Submersible pump 150 mm dia (with bronze/ stainless steel (CF8M) impeller) up to 8 stage head m No of Units 1 Nos. Submersible pump of 3 BHP (MJP MECH SSR 21-22 P.NO.1 PM 1-2-3)

Item No. 2 Panel board inluding all accessries angle frame, panel box,starter,main switch,capacitor set of poilet lamp volt meter,ammeter As per data sheet attached (PWD Elec.MECH CSR 21-22 P.NO.218 PM 12-4-17)

ITEM No.3 providing ISI marks G.I.pipes of following class and dia excluding GST levied by GOI&GOM in all respect inspection charges transportation tostore etc. complet as per IS- 129/2004 note one coupler shall be provided with each full lenth of pipe cost of which is included in rates below 50mm dia heavy (5.16 kg/m) (MJP,SSR21-22 P,NO.82 L. NO.1bvi)

Item No.4 supply and erecting flat flexible 3 core 2.5 sq mm pvc sheathed submersible type copper cable suitably clamped at fixed interval with column pipe assembly complete (PWD Elect. CSR 2021-22 P. No. 218 I. No. 12-4-8)

Item No.5 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 50 mm dia sluice valve PN-1 (MJP,SSR21-22 P,NO.131 L. NO.2a/3)

Item No.6 Lowering, laying and jointing in position following C.I.D/F Reflex 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.) 50 mm dia sluice valve PN-1 (MJP,SSR21-22 P,NO.135 L. NO.2ai)

Item No.7 Lowering laying and jointing G.I. pipesand specials of following class and dia including conveyance from store to siteof works all labour ,etc complete either underground or in vertical posstion as directed by engineer in charge. 50mm dia medium (5.16 kg/m) (MJP,SSR21-22 P,NO.72 L. NO.6ai)

Rising Main ITEM NO.1 Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipessuitable for potable water with solvent cementjoints including cost of couplers, as per ISspecification no. 4985 / 1988 excluding GSTlevied by GOI and GOM in all respect, includingtransportation, freight charges, inspectioncharges, loading, unloading, conveyance to thedepartmental stores and stacking the same inclosed shed duly protected from sun rays andrains including cost of jointing material i.e.solvent cement, etc. complete (selffit type to bejointed with cement solvent).PVC Pipes-Borewell to MREGS Well (110 mm PVC 6 Kg/cm2) Corrigendum No. 7 MJP SSR 2021-2022 (Revised rate Date: - 07/03/2022)

MREGS Well to Junction (110 mm PVC 6 Kg/cm2)

Junction to Existing GSR (90 mm PVC 6 Kg/cm2)

Junction to Proposed GSR (90 mm PVC 6 Kg/cm2)

Providing and supplying ISI standard pvc specials & fittings including transportation to stores / site, loading, unloading charges excluding GST levied by GOI & GOM, etc. complete.10% cost of pipes

ITEM NO. 2 Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints Including all taxes (Central and local) ,Inspection RCC PIPES NP III Considering Nalla / Road Crossing 200 mm dia RCC NP III PIPES

1% cost of pipes MJP SSR 2021-22 Section I (e) Page No. 97

ITEM NO. 3 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. a) Sluice valves - PN -1 Without byepass arrangement 80 mm dia.

ITEM NO. 4 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I (1984) a) Reflux valves - PN -1 Without byepass arrangement 100 mm Dia (non-return valve )

Item No.5 Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete. a) Air valve Single ball Flanged - PN -1 40 mm dia (MJP SSR 2021-22 P No.135 I.No.5 b)

Mechanical Tee 100x100x100 mm (MJP SSR 2021-22 P. No 148 I.No 8/a/1)

ITEM NO. 6 Labour Section 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 MJP DSR 2021-22 SECTION- E Sr.No.1 pg.no.42

ITEM NO. 7 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 MJP DSR 2021-22 SECTION- E Sr.No.2 pg.no.42

ITEM NO. 8 Excavation for foundation / pipe trenches in soft rock& old cement & lime masonary foundation,asphaIt raod 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 MJP DSR 2021-22 SECTION- E Sr.No.5 pg.no.42

ITEM NO. 9 Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259) Lift 0 to 1.5 M MJP DSR 2021-22 SECTION- E Sr.No.5 pg.no.42

ITEM NO.10 Filling in plinth floors murum bedding in trenches with approved murum from excavated materials from foundation 15 to 20 cm layers including watering and compaction complete.Murum selected from excavated stuff MJP DSR 2021-22 SECTION- E Sr.No.16 pg.no.45

ITEM NO. 11 Lowering Laying and jointing with P.V.C pipes and specials of following class and diameter including cost of conveyance from source to site of works including cost of all labour,material,except cement solvent,rubber ring,as per IS code etc.complete (with cement solvent joint/ring fit joint).110 mm dia MJP SSR Section I (II) Page No. 80

90 mm dia

ITEM NO. 12 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 Working pressure 6 kg/cm2. 100 mm dia MJP SSR Section I (II) Page No. 80

90 mm dia

ITEM NO. 13 Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985. 200 mm RCC Class 'NP-III' Pipe. (MJP SSR 2021-22 P No.98 section I (V) 2. iv)

ITEM NO. 14 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves ( Rate for all class of valves) junction to Ex. ESR AND GSR 80 mm Dia For Sluice (MJP SSR 2021-22 P No.135 I.No.4a) iii)

ITEM NO. 15 Lowering, laying, jointing in position following scour, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) 80 mm Dia (non-return valve ) (MJP SSR 2021-22 P No.135 I.No.4a) iii, iv)

100 mm Dia (non-return valve )

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 tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached) Upto 150mm 40 mm dia

ITEM NO. 17 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 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 .2 M and 0.35 M for balance depth exceeding 1.2 M. As above of 60x45 CM internal size and depth upto 0.9 M with precast R.C.C slab cover (MJP SSR 2021-22 P No.220 I.No.1a)

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. (MJP SSR 2021-22 P No.45 I.No.15)

RCC GSR 39000 litres ITEM NO.1 Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement consisting of C.I. M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for underground portion of the structure. Note: The design shall be in accordance with various relevant I.S. specification (I.S. 456/1978, I.S. 875 - 1987, I.S. 3370 -1965 or revised. Only M.S. bars grade I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used. Grade -II M.S. bars shall not be used. Entire structure shall be in M-300 only. The scope of pipe assembly work shall be upto 5 metre beyond outside face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. The G.S.R. / Sump above 15 lakh litres capacity shall be in two compartment. The Job includes designing the structure for uplift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by Engineer in-charge. If uplifts considered in design, then these rates shall be increased by 7.5%. G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom. For pipe diameters upto 300 mm only CI pipes and CI specials shall be used. For pipe diameters above 300 mm, M.S. pipes and specials minimum 10 mm thick shall be used with proper anticorrosive epoxy treatment from inside and outside. Cost of pump house is not included in these rates. Above rates are applicable for Seismic Zones 2, 3 and 4. 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of G.S.R.s and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. Note : Conditions from Sr. No. 1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of R.C.C. GSRs and sumps. For RCC GSRs and Sumps RCC GSR Capacity 39000 Total cost of 39000 litre GSR 10% shall be added over the cost of GSR for sump where overhead pump house is proposed.

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. (MJP SSR P No. 82 Section I(I)5.ii/iv) Inlet 80 mm dia CID/F pipes (Heavy)

Outlet 100 mm dia. CI.D/F pipes (Heavy)

Washout 80 mm dia. CI.D/F pipes (heavy )

ITEM NO.3 Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M.S. nut holts coated or otherwise protected from rusting and suitable for D.l.pipes including cost of labour, materials, and transpoffation to stores, loading and unloading excluding GST levied by GOI & GOM in allrespect etc. complete as per IS-9523. 80 mm to 300 mm dia. ( (MJP SSR P No. 73 Section I(I) 4.iv/vi) )

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 GOt & GOM in all respect etc. complete. Sluice valves PN-1 without bye-pass arrangement (MJP SSR P No. 132 Section I(XII) 2a.iv) 80 mm dia. Sluice valve - Inlet/Bypass

80 mm dia. Sluice valve - Washout

100 mm dia. Sluice valve - Outlet

Distribution System ITEM NO.1 Material. 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 sun rays and rains including cost of jointing material i.e.solvent cement, etc. complete (self fit type to be jointed with cement solvent).MJP SSR 2021-22 Section I (II) Page No. 76 75 mm

90 MM

110 MM

Providing and supplying ISI standard PVC & GI specials and fittings including transportation to stores/site, loading, unloading charges excluding GST levied by GOI & GOM, etc. complete.10% of cost of pipes

ITEM NO.2 Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints Including all taxes (Central and local) ,Inspection RCC PIPES NP III Considering Nalla / Road Crossing 200mm dia RCC NP III PIPES

1 % For Specials of Pipe cost

ITEM NO.3 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 GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1.MJP DSR 2021-22 SECTION- E Sr.No.2 pg.no.42. 65 mm sluice valve

80 mm sluice valve

ITEM NO.4 LABOUR 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 MJP DSR 2021-22 Section E Sr.No.1 Pg. No. 42

ITEM NO.5 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 MJP DSR 2021-22 Section E Sr.No.2 Pg. No.42

ITEM NO.6 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-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 MJP DSR 2021-22 Section E Sr.No.5 Pg.No.42

ITEM NO.7 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. (Bd-A-6/259) Lift 0 to 1.5 MJP DSR 2021-22 Section E Sr.No.7 Pg.No.43

ITEM NO.8 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 dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd A-3/259) Lift 0 to 1.5 m MJP DSR 2021-22 Section E Sr.No.3 Pg.No.42

ITEM NO.9 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.Murum selected from excavated stuff MJP DSR 2021-22 Section E Sr.No.16 Pg.No.45

ITEM NO. 10 Lowering Laying and jointing with P.V.C pipes and specials of following class and9 diameter including cost of conveyance from source to site of works including cost of all labour,material,except cement solvent,rubber ring,as per IS code etc.complete (with cement solvent joint/ring fit joint) Working Pressure 4 kg/cm2 MJP DSR 2021-22 Section I(II) Sr.No.4 Pg. No.80 75 mm

90 mm

110 mm

ITEM NO.11 Hydraulic testing of PVC pipe line tospecified pressure including cost of allmaterials and labour and water for testing forspecified length including cutting, placing endcap making arrangement for filling safe waterusing reciprocating type pumps which shouldbe able to provide specified test pressuregauges and other necessary equipments,labour, operation charges, etc. required fortesting. The rate under this item shall alsoinclude cost of retesting, if necessary andreinstating to original position.MJP SSR Section I(II) Pg. no. 80 75 mm

90 mm

110 mm

ITEM NO.12 Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985.Considering Nalla / Road Crossing. 200 mm RCC Class 'NP-III' Pipe. MJP SSR 2021-22 Section 2 Page No. 98

ITEM NO.13 Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) MJP DSR 2021-22 Item No. 4a Sec. I (XII) pg.no.135 65 mm sluice valve

80 mm sluice valve

ITEM NO.14 Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete. 100 mm x 225 mm (20 kg). MJP DSR 2021-22 Item No. 5a pg.no.223

ITEM NO.15 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)Spec. No. - Bd E /1 Page No. 287 and B-7, Page No. 38

ITEM NO.16 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. Net volume of refilling. MJP DSR 2021-22 Item No. 16 Sec.E pg.no.45

CHLORINATION ARRANGEMENT ITEM NO.1 Providing and installing simplegravityfeed disinfection arrangement with TCL powder solution on the percolation well / service reservoir including solution tankfeeding pipe, dosing arrangement all other accessories giving tgrialand test etc. complete. Drip Type Chlorinator 2 set

TRIAL & RUN OF SCHEME ITEM NO.1 Commisioning running and maintaining the scheme to quantities, rate capacity, including manning necessory personnel such as operator, valveman, etc, as pr requirements of the scheme and who should also administer chemical dose for a period of one month for individual scheme together with training of personnel spared by MJP/ Local Body and handling over the scheme to Local Body after completion of the above period as directed by Engineer - in charge. For single village (1 Month) (M.J.P. SOR 21-22 P. No 232 I.No.1a)

Fencing and M.S. gate For MREGS Well ITEM NO.1 Providing & erecting chain link fencing 1.6 Mtr height with GI chain link of size 50*50 mm 8 SWG thick and fixed 75 mm above GL vertical M.S. angle of 40*40*6 mm size embedded in cc block 1 :4 :8 mix of size 450*450*670 mm at 1.75 m centre to centre wiyh iron bar 16 mm dia as a hold fast including welded link with angle frame at 30 cm cenre to centre nuts & bolts & horizontal MS angle at top & bottom of 25 * 25* 5 mm size & vertical MS flat 35 * 5 mm & 25 * 5 mm horizontal including cross supports of 40 *40*6 mm angle both sides at every corner in cc with 3 coat of oil painting etc complete. PWD SSR 2021-22 I.No 46.39 BDW P.No.217

ITEM NO.2 Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia G.I. pipe, approved grill work, RCC M-150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting, etc. complete.MJP SSR Section-H: Miscellaneous P.No.58

ITEM NO.3 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, work completion and liability period etc', having rectangular shape of 1.20m * 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coats of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border/ messages / symbols etc. with approved colour shade paint complete, on M.S,angle of size 35 * 35 *3 mm frame with properly cross braced M.S. angles of size 35mm*35mm*3mm duly painted including Two M.S. angle iron posts of size 65 mm * 65 mm *6 mm, 3.65m long painted with alternate black and white bands of 25 cm width including all fixtures etc. and fixing the boards in 1:4:8 concrete block of size 60 cm *60 cm *75 cm including, excavtion, refilling, transportation and labour etc complete. Spec. No. As directed by Engineer in Charge SSR I.No. 6.96 PWD SSR 2021-22, SR.NO-288