Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Eprocure
Opening Date1 Jul 2022
Closing Date7 Jul 2022
Tender Amount₹ 63,35,577 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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View all details for FREE
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Taking Horizontal bore of 30M Length & 4 Nos

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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

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-

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Lift 18.50 to 20.00 M

35.33

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987

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Lift 20.00 to 21.50 M

35.33

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1015

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Lift 21.50 to 23.00 M

35.33

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1043

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Lift 23.00 to24.50 M

35.33

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1071

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ITEM NO.3

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-

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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.

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-

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7.5 BHP pumps daily 6 hrs for 15 days

562.5

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77

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ITEM NO.4

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Carrying out recupration/ yield test for aserting the discharge of constructed well/ excavated profile as directed by engineer in charge. The test carried out by drawing down water from well/ profile below normal/ subsoil water level upto full dept 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 the cost of all materials. overhead, labours etc. completed as directed. the test shall be carried out as per technical circular No. 2597 dt.20/11/97 and shall be carried out for 7 days.

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-

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Lps less than 25,000

7

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2167

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Sub Work -Switch Room for Existing well -2.5m X 2.5m X 3.0m

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-

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ITEM NO.1

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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 of 0 to 1.5 M

5.76

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150

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ITEM NO.2

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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 of 0 to 1.5 M

2.88

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170

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ITEM NO.3

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Providing and laying in situ Cement concrete M-15 of trap or granite or quartzite or gneiss metal for foundation and bedding including dewatering, form work, compacting, roughening them if special finish is to be provided, finishing if required and curing etcetera complete.

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-

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PCC (M-150)

1.42

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5640

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ITEM NO.4

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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

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-

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RCC Footings ( M-200)

0.97

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6653

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ITEM NO.5

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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 )

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-

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RCC COLUMNS ( M-200)

1.24

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8014

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ITEM NO.6

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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.)

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-

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RCC BEAMS & lintel( M-200)

1.19

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7885

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ITEM NO.7

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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 .)

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-

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Slab & Landing steps ( M-200)

2.24

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8466

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ITEM NO.8

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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.

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-

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Chajja ( M-200)

0.11

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8430

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ITEM NO.9

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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.

6.79

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7570

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ITEM NO.10

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-

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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)

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-

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Tor Steel

0.34

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84527

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ITEM NO.11

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-

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Providing and laying Rough shahabad stone flooring upto 40 mm. thick and of required width in plain / diamond pattern on a bed of bed 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete.Refn. :BDM.1A Sr. No. 917

6.25

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694

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ITEM NO.12

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-

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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)

28.37

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274

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ITEM NO.13

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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.

32.17

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599

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ITEM NO.14

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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)

6.25

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7

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ITEM NO.15

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-

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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)

57.17

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43

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ITEM NO.16

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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 .

1.08

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2735

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ITEM NO.17

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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

1.08

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5150

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ITEM NO.18

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Providing and fixingsteel 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.

1.8

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1866

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ITEM NO.19

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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.

1.8

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6858

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ITEM NO.20

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-

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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.

34.33

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84

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Sub Work -Dismantling of Existing Switch Room

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-

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ITEM NO.1

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-

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Dismantling brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etc.

18.75

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315

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ITEM NO.2

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-

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Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete.

18.75

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1366

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Sub Work -Pure Water Pumping machinery for Pro.- 5 BHP for Ex. Source 1

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-

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ITEM NO. 1

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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).

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-

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Submersible pump 150 mm dia (with bronze/ Stainless steel (CF8M) Impeller upto 8 stages). 5 BHP suitable for 44 mtr head & 10600 litres/hr discharge.

1

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33484

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(MJP Mech. CSR 2021-22 P.no.1 PM1-5-2)

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-

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ITEM NO. 2

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-

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Providing and Fixing L.T. skeleton panel board upto 7.5 HP.

2

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16808

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ITEM NO. 3

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-

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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.

80

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175

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ITEM NO. 4

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-

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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

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-

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65 mm dia (heavy) on well

48

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504

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ITEM NO. 5

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-

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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)

-

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-

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a) Without bypass arrangement - PN - 1

-

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-

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80mm dia

2

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4092

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ITEM NO. 6

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-

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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.

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-

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a) Sluice valve - PN - 1 (Without bypass)

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-

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80 mm dia

2

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5132

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ITEM NO. 7

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-

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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.)

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-

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a) Sluice valve - PN - 1 (Without bypass)

-

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-

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80 mm dia

4

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2272

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ITEM NO. 8

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-

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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)

1

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869

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ITEM NO. 9

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-

-

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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.

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-

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Plate type Electrode (IS 3043)

-

-

-

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1. For pump - 2Nos

-

-

-

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1. For panel board - 1No.

3

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4238

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ITEM NO. 10

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-

-

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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.

-

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-

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CI D/F specials

-

-

-

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i) 80 to 300 mm dia

92.31

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73

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Sub Work -Pure Water Pumping machinery for Pro.- 5 BHP for Ex. Source 2

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-

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ITEM NO. 1

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-

-

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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).

-

-

-

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Submersible pump 150 mm dia (with bronze/ Stainless steel (CF8M) Impeller upto 8 stages). 5 BHP suitable for 49 mtr head & 7245 litres/hr discharge.

2

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33474

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ITEM NO. 2

-

-

-

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Providing and Fixing L.T. skeleton panel board upto 7.5 HP.

2

-

16808

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ITEM NO. 3

-

-

-

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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.

80

-

175

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(PWD Elect. CSR 2021-22 P. No. 218 I. No. 12-4-10)

-

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-

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ITEM NO. 4

-

-

-

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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

-

-

-

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65 mm dia (heavy) on well

48

-

504

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ITEM NO. 5

-

-

-

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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)

-

-

-

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a) Without bypass arrangement - PN - 1

-

-

-

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80mm dia

2

-

4092

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ITEM NO. 6

-

-

-

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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.

-

-

-

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a) Sluice valve - PN - 1 (Without bypass)

-

-

-

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80 mm dia

2

-

5132

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ITEM NO. 7

-

-

-

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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.)

-

-

-

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a) Sluice valve - PN - 1 (Without bypass)

-

-

-

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80 mm dia

4

-

2272

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ITEM NO. 8

-

-

-

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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)

1

-

869

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ITEM NO. 9

-

-

-

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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.

-

-

-

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Plate type Electrode (IS 3043)

-

-

-

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1. For pump - 2Nos

-

-

-

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1. For panel board - 1No.

3

-

4238

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ITEM NO. 10

-

-

-

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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.

-

-

-

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CI D/F specials

-

-

-

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i) 80 to 300 mm dia

92.4

-

73

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Sub Work- Pure Water Rising Main From Existing Well 2 to Proposed ESR ( 90 mm PVC 6 kg/cm2 ) Length = 3290 m

-

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-

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ITEM NO. 1 Material Section

-

-

-

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Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 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.

-

-

-

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Existing Well 2 to Proposed ESR (90 mm HDPE 8 Kg/cm2)

3290

-

296

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

-

-

-

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10% cost of pipes

0.1

-

973840

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ITEM NO. 2

-

-

-

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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

-

-

-

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200 mm dia RCC NP III PIPES

6

-

455

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1% cost of pipes

0.01

-

2730

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ITEM NO. 3

-

-

-

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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)

-

-

-

... More
a) Reflux valves - PN -1 Without byepass arrangement

-

-

-

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80 mm Dia (non-return valve )

1

-

4092

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ITEM NO. 4

-

-

-

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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.

-

-

-

... More
a) Air valve Single ball Flanged - PN -1

-

-

-

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32 mm dia

6

-

1151

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Mechanical Tee 80x80x80 mm

6

-

2976

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ITEM NO. 5 Labour Section

-

-

-

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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.

-

-

-

... More
Lift 0 to 1.5

-

-

-

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Total Excavation

575.71

-

150

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ITEM NO. 6

-

-

-

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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.

-

-

-

... More
Lift 0 to 1.5 M

690.9

-

192

... More
ITEM NO. 7

-

-

-

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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.

-

-

-

... More
Lift 0 to 1.5 M

690.9

-

572

... More
ITEM NO. 8

-

-

-

... More
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)

-

-

-

... More
Lift 0 to 1.5 M

345.41

-

755

... More
ITEM NO. 9

-

-

-

... More
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.

-

-

-

... More
Murum selected from excavated stuff

345.4

-

84

... More
ITEM NO. 10

-

-

-

... More
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

-

-

-

... More
90 mm dia

3290

-

67

... More
ITEM NO. 11

-

-

-

... More
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..

-

-

-

... More
Working pressure 8 kg/cm2

-

-

-

... More
90 mm dia

3.29

-

7442

... More
ITEM NO. 12

-

-

-

... More
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.

-

-

-

... More
200 mm dia RCC NP III PIPES

6

-

129

... More
ITEM NO. 13

-

-

-

... More
Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves ( Rate for all class of valves)

-

-

-

... More
Ex. Well to Proposed ESR

-

-

-

... More
80 mm Dia (non-return valve )

1

-

1738

... More
ITEM NO.14

-

-

-

... More
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)

-

-

-

... More
Upto 150mm

-

-

-

... More
32 mm dia

6

-

5578

... More
ITEM NO. 15

-

-

-

... More
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

-

-

-

... More
(MJP SSR 2021-22 P No.220 I.No.1a)

1

-

6595

... More
ITEM NO. 16

-

-

-

... More
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.

1936.6

-

84

... More
Sub Work -RCC ESR Capacity 42000 litres and 12 staging ht.

-

-

-

... More
ITEM NO.1

-

-

-

... More
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 Stainless steel ladder inside and M.S. ladder with G.I. railing outside, 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 locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite 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.

-

-

-

... More
The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.)

-

-

-

... More
The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks.

-

-

-

... More
For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.

-

-

-

... More
The entire structure shall be in M-300 mix only.

-

-

-

... More
Plain round mild steel 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 mild steel bars will not be allowed.

-

-

-

... More
Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.

-

-

-

... More
These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity.

-

-

-

... More
Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300.

-

-

-

... More
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 stretch at shallow depth, extra provision of dewatering shall be made as per site condition.

-

-

-

... More
All conditions 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.

-

-

-

... More
75% part rate shall be payable for reinforcement concrete 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.

-

-

-

... More
The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column.

-

-

-

... More
For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I./M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside.

-

-

-

... More
Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.

-

-

-

... More
The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate 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.

-

-

-

... More
The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below:

-

-

-

... More
Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II, these rates shall be decreased by 5%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this CSR).

-

-

-

... More
RCC ESR Capacity 42000 litres 12 m staging Height

1

-

1255990

... More
ITEM NO.2

-

-

-

... More
Providing & supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance , unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge.

-

-

-

-

-

-

... More
80 mm dia.CI.D./F pipes

19

-

1466

... More
Outlet

-

-

-

... More
80 mm dia.CI.D./F pipes

48

-

1466

... More
Overflow

-

-

-

... More
80 mm dia.CI.D./F pipes

19

-

1466

... More
Washout

-

-

-

... More
80 mm dia.CI.D./F pipes

6

-

1466

... More
ITEM NO.3

-

-

-

... More
Providing And supplying ISI standard CI Flanged /s &S Specials Including all Statutory Duties &taxes such as GST Levied by GOI &GOM in all Respect.Railway Freight Insurance Unloading From Railway wagon,Loading into truck Transport to Departmental Store /Site Unloading Stacking etc Complete D/F Specials 300 D/F Specials Upto and Including 150 mm

-

-

-

... More
80 mm to 300 mm dia

92.12

-

73

... More
ITEM NO.4

-

-

-

... More
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

-

-

-

... More
Sluice valves PN-1 without bye-pass arrangement

-

-

-

... More
100 mm dia. Sluice valve - Outlet

1

-

6835

... More
80 mm dia. Sluice valve - intlet

3

-

5132

... More
80 mm dia. Sluice valve - Washout

1

-

5132

... More
Sub Work -Distribution System 75mm to 110 mm PVC 4 kg/cm2 Length = 1218 m.

-

-

-

... More
ITEM NO.1 Material

-

-

-

... More
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).

-

-

-

... More
Working Pressure 4 kg/cm2

-

-

-

514

-

142

507

-

197

... More
110 mm

197

-

269

... More
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.

-

-

-

... More
10% of cost of pipes

0.1

-

225860

... More
ITEM NO.2

-

-

-

... More
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

-

-

-

... More
Considering Nalla / Road Crossing

12

-

455

... More
200 mm dia RCC NP III PIPES

-

-

-

... More
1% of cost of pipes

0.01

-

5460

... More
ITEM NO.3

-

-

-

... More
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.

-

-

-

... More
65 mm sluice valve

5

-

4966

... More
80 mm sluice valve

4

-

5132

... More
ITEM NO.4 LABOUR

-

-

-

... More
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.

-

-

-

... More
Lift 0 to 1.5

213.15

-

150

... More
ITEM NO.5

-

-

-

... More
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.

-

-

-

... More
Lift 0 to 1.5

255.77

-

170

... More
ITEM NO.6

-

-

-

... More
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.

-

-

-

... More
Lift 0 to 1.5

255.78

-

572

... More
ITEM NO.7

-

-

-

... More
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)

-

-

-

... More
Lift 0 to 1.5

127.89

-

1017

... More
ITEM NO.8

-

-

-

... More
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.

-

-

-

... More
Murum selected from excavated stuff

127.9

-

84

... More
ITEM NO.9

-

-

-

... More
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)

-

-

-

... More
Working Pressure 4 kg/cm2

-

-

-

514

-

25

507

-

31

... More
110 mm

197

-

35

... More
ITEM NO.10

-

-

-

... More
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.

-

-

-

... More
Working Pressure 4 kg/cm2

-

-

-

0.51

-

2481

0.51

-

3721

... More
110 mm

0.2

-

3721

... More
ITEM NO.11

-

-

-

... More
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.

-

-

-

... More
Considering Nalla / Road Crossing

12

-

129

... More
200 mm dia RCC NP III PIPES

-

-

-

... More
ITEM NO.12

-

-

-

... More
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 )

-

-

-

... More
65 mm sluice valve

5

-

1251

... More
80 mm sluice valve

4

-

1738

... More
MJP DSR 2021-22 Item No. 4a Sec. I (XII) pg.no.135

-

-

-

... More
ITEM NO.13

-

-

-

... More
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

-

-

-

... More
100 x 225 mm (20 kg)

9

-

1544

... More
ITEM NO.14

-

-

-

... More
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

140

-

5640

... More
ITEM NO.15

-

-

-

... More
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.

-

-

-

... More
Net volume of refilling

717.29

-

84

... More
Sub Work -Testing & Trial run - For Single village scheme without WTP (For one month ) .

-

-

-

... More
ITEM NO.1

-

-

-

... More
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.

1

-

26244



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