Rural Development Government Departments Closing in 0 days TDR #33718469

Retrofitting Of Water Supply Scheme At Yelki Tq. Kalamnuri Dist. Hingoli Under Jal Dist. Hingoli Under Jal Jeevan Mission ( Jjm

Issued by Government Departments · kalamnuri, Maharashtra
Tender Value
1.22 Crore
Estimated cost
Bid Submission
13 Sep 2022
0 days left
EMD
1.22 Lakhs
Bank guarantee accepted
Document Fee
5600
Non-refundable
Tender Type
Online

Tender Overview

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Competition Type
NCB
Bidding Type
Tender
Location / State
kalamnuri → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
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Project Description

Retrofitting Of Water Supply Scheme At Yelki Tq. Kalamnuri Dist. Hingoli Under Jal Dist. Hingoli Under Jal Jeevan Mission ( Jjm

BOQ

Name of Work :Retrofitting ofWater Supply Scheme at yelkiTq. Kalamnuri Dist. HINGOLI
Sl. No. Item Description
1( Percolation Well 1 ) Item No1 \"Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting murum with bounders in wet or dry condition for head work i.e. intake well connecting pipe, jack, Pump House Supply well etc. complete. (for head works on River & Dam Submergnece)MJP CSR AS PER 2021-22I. No.11bP. No.44 Lift 13.50 to 15.00 m\"
2Lift 15.00 to 16.50 m
3Lift 16.50 to 18.00 m
4Lift 18.00 to 19.50 m
5Lift 19.50 to 21.00 m
6Item No7 Providing structural stellwork in rolled stection fixed with connecting plats or angles. or cleats. as main or cross bems, hip and jack rafters./ pulins, connecting to truss members and like as per detailed design and drawoins of as directed by engineer in charge includinh cutting fracutting, histing, errectinh. fixinh in position making riveted / bolted/ welded/ connections and one coat og amti corresive paints. and over it two coat of oil painting etc. complete.as per MJP CSR AS PER 2021-22I. No.5P. No. 39 RSJ 200X100MM @25.4 KG/M
7Item No8 Dewatering the excavated trenches and pools of water in the building trenches pipeline trenches well work by using pump and other devices including disposing of water in safe distance as directed by engineer inchargeincluding cost of machinary labour, fuil etc. completed as per MJP CSR AS PER 2021-22I. No.14P. No.45
8Item No13 Recuperation test carrying outrecuparation/ yeild test for ascerting the discharge of constructed well/ excavated profile as directed by Engineer in charge. The test carried out by drawing down waterfrom the well/ profile below normal/ subsoil water level upto full depth rise in water level is recorded. The normal water level/ subsoil water level in as per design of W.S. scheme shall be recorded prior. to etc. completed as directed. The test shall be carried out as technical circular No. 2597 dt. 20/11/97 and shall be carried out for 7 days.( Mjp dsr I. No.16a, P.No. 231) LPS Less than 2500
9( Percolation Well 2 ) Item No1 \"Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting murum with bounders in wet or dry condition for head work i.e. intake well connecting pipe, jack, Pump House Supply well etc. complete. (for head works on River & Dam Submergnece)MJP CSR AS PER 2021-22I. No.11bP. No.44 Lift 15.00 to 16.50 m\"
10Lift 16.50 to 18.00 m
11Lift 18.00 to 19.50 m
12Lift 19.50 to 21.00 m
13Item No7 Providing structural stellwork in rolled stection fixed with connecting plats or angles. or cleats. as main or cross bems, hip and jack rafters./ pulins, connecting to truss members and like as per detailed design and drawoins of as directed by engineer in charge includinh cutting fracutting, histing, errectinh. fixinh in position making riveted / bolted/ welded/ connections and one coat og amti corresive paints. and over it two coat of oil painting etc. complete.as per MJP CSR AS PER 2021-22I. No.5P. No. 39 RSJ 200X100MM @25.4 KG/M
14Item No8 Dewatering the excavated trenches and pools of water in the building trenches pipeline trenches well work by using pump and other devices including disposing of water in safe distance as directed by engineer inchargeincluding cost of machinary labour, fuil etc. completed as per MJP CSR AS PER 2021-22I. No.14P. No.45
15Item No13 Recuperation test carrying outrecuparation/ yeild test for ascerting the discharge of constructed well/ excavated profile as directed by Engineer in charge. The test carried out by drawing down waterfrom the well/ profile below normal/ subsoil water level upto full depth rise in water level is recorded. The normal water level/ subsoil water level in as per design of W.S. scheme shall be recorded prior. to etc. completed as directed. The test shall be carried out as technical circular No. 2597 dt. 20/11/97 and shall be carried out for 7 days.( Mjp dsr I. No.16a, P.No. 231) LPS Less than 2500
16Switch Room Item No.1Excavation 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 M MJP CSR AS PER 2021-22I. No.1P. No.42
17Item No. 2Providing dry trap/ granite/ quartizite/ gneiss rubble stone soiling in 15 to 20 cmlayers incl. Hand packing and compacting ) etc, compMJP CSR AS PER 2021-22I. No.18 P. No.45
18Item No.3 Providing and laying in situ ( 1:2:4) ( M-150) grade of C.C. of trap/ granite/ quartizite/ gneiss metal for foundation and bedding including dewatering form work compaction curing finishing etc. complete with initial lift of 1.50 m below/ above ground level.PWD DSR AS PER 2021-22 BDE-3 I. No.1bP. No.49
19Item No.4 Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work in foundation like raft grillage , srtip foundation and footing of RCC coloumns and strip foundation and footing of RCC coloumns and steel stanchions including normal dewatering, formwork , compaction, finishing and curing etc. complete ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200MJP CSR AS PER 2021-22 I. No.2b P. No.49
20Item No.5 Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness if special finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- all types of columns.MJP CSR AS PER 2021-22 I. No.3a P. No.49
21Item No.6 Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- all types of Beams/ Braces/ lintels.MJP CSR AS PER 2021-22I. No.4a P. No.50
22Item No.7 PProviding and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) In RCC M-200 all types of Chajjs / parapets/ cirtain walls/ partionwalls/ pardiesMJP CSR AS PER 2021-22I. No.6a P. No.51
23Item No.8 PProviding and castingin situ C.C. of trap/ Granite/ gneiss metal of approved quality forRCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- grade slab/ landing/ vertical walls/ waste slab/ steps for staircase..MJP CSR AS PER 2021-22I. No.5a P. No.50
24Item No.9 Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps footing, foundation, slab, beams colums canopies, staircase wewels, chajjas, lintel, pardies, coping fins, arches etc. as per detailed designs, drawing and schedules including cutting bending with wires or tack welding and supporting as requried etc.complete( Including cost of binding wires) tOR steel.MJP CSR AS PER 2021-22I. No.8b P. No.52
25Item No.10 Providing IInd class burnt brick masonary with conventional bricks in C.M. of following proportion in Plinthincl. Striking out and racking out joints, watering and scaffolding etc. complette In C.M. 1: 6 PWDDSR AS PER 2021-22 I.No.27.03/ Page No.189
26Item No. 11Providing and ll nd class B.B. Masonary with conventional brick in cm as below in Superstructure of inner wall/ external wall including normal dewatering, striking joints on unexposed faces, racking out joints on exposed faces and watering etc. complete. in C.M. ( 1:6).PWD DSR AS PER 2021-22BDG-3 I. No.27.05 P. No.189
27Item No.12 Providing and fixing frame with / without ventilator of size as specified with Country non teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete. Spec. No. BT-2Page No 478.PWD DSR AS PER 2021-22BDADL -3 I. No.39.02P. No.167
28Item No.13 \"Providing and fixing Country cut teak wood single leaf panelled doorshutters 35 mm thick style and rail and 19 mm thick T.W. panels as per detailed drawing including wrought iron hold fast stainless steel fixtures and fastening and three coats of oil painting etc. complete. Spec. No. Bd.T.7 Page No. 469 .PWD DSR AS PER 2021-22BD ADL -38 I. No.39.14P. No.180\"
29Item No.14 \"Providing and fixing Country cut teak wood window with double leaf half glazed and half panelled shutter with style 70 x 20 mm thick rails 95 x 20 mm thick and pannels 15mm thick with ventilator including wrought iron hold fast, stainless steel fixtures and fastenings and finishing the wood work with oil painting 3 coats etc. complete. .PWD DSR AS PER 2021-22BD ADL 39I. No.39.17P. No.180\"
30Item No.15 Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete.MJP CSR AS PER 2021-22I. No.17 P. No.45
31Item No.16 Providing internal cement plaster 12 mm. thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing complete. Spec. No. : Bd.L.2 Page No. 87PWD DSR AS PER 2021-22I. No.32.05P. No.153
32Item No.17 Providing and laying cement concrete flooring 50 mm thick with M15 cement concrete laid to proper level and slope in alternate bays including compaction, filling joints, marking lines to give the appearance of tiles of 30 cm x 30 cm or other size laid diagonally /square etc finishing smooth (with extra cement) in any colour as directed and curing etc. complete. With Natural Sand.PWD DSR AS PER 2021-22I. No.33.13P. No.157
33Item No.18Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days complete. Spec. No. : Bd.O.8 Page No. 406.PWD DSR AS PER 2021-22I. No.35.13P. No 164
34Item No.19 Providing and applying two coat of lead/ zink based oil paint of approved colours and shade to new wood works and fibre boards, including preparing the surface scafolding if necessary and prinner coat, etc. complete. ( BD_O-1/403) PWD DSR AS PER 2021-22I. No35.04 P. No.164
35Switch Room Item No.2Excavation 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 M MJP CSR AS PER 2021-22I. No.1P. No.42
36Item No. 2Providing dry trap/ granite/ quartizite/ gneiss rubble stone soiling in 15 to 20 cmlayers incl. Hand packing and compacting ) etc, compMJP CSR AS PER 2021-22I. No.18 P. No.45
37Item No.3 Providing and laying in situ ( 1:2:4) ( M-150) grade of C.C. of trap/ granite/ quartizite/ gneiss metal for foundation and bedding including dewatering form work compaction curing finishing etc. complete with initial lift of 1.50 m below/ above ground level.PWD DSR AS PER 2021-22 BDE-3 I. No.1bP. No.49
38Item No.4 Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work in foundation like raft grillage , srtip foundation and footing of RCC coloumns and strip foundation and footing of RCC coloumns and steel stanchions including normal dewatering, formwork , compaction, finishing and curing etc. complete ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200MJP CSR AS PER 2021-22 I. No.2b P. No.49
39Item No.5 Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness if special finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- all types of columns.MJP CSR AS PER 2021-22 I. No.3a P. No.49
40Item No.6 Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- all types of Beams/ Braces/ lintels.MJP CSR AS PER 2021-22I. No.4a P. No.50
41Item No.7 PProviding and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) In RCC M-200 all types of Chajjs / parapets/ cirtain walls/ partionwalls/ pardiesMJP CSR AS PER 2021-22I. No.6a P. No.51
42Item No.8 PProviding and castingin situ C.C. of trap/ Granite/ gneiss metal of approved quality forRCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- grade slab/ landing/ vertical walls/ waste slab/ steps for staircase..MJP CSR AS PER 2021-22I. No.5a P. No.50
43Item No.9 Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps footing, foundation, slab, beams colums canopies, staircase wewels, chajjas, lintel, pardies, coping fins, arches etc. as per detailed designs, drawing and schedules including cutting bending with wires or tack welding and supporting as requried etc.complete( Including cost of binding wires) tOR steel.MJP CSR AS PER 2021-22I. No.8b P. No.52
44Item No.10 Providing IInd class burnt brick masonary with conventional bricks in C.M. of following proportion in Plinthincl. Striking out and racking out joints, watering and scaffolding etc. complette In C.M. 1: 6 PWDDSR AS PER 2021-22 I.No.27.03/ Page No.189
45Item No. 11Providing and ll nd class B.B. Masonary with conventional brick in cm as below in Superstructure of inner wall/ external wall including normal dewatering, striking joints on unexposed faces, racking out joints on exposed faces and watering etc. complete. in C.M. ( 1:6).PWD DSR AS PER 2021-22BDG-3 I. No.27.05 P. No.189
46Item No.12 Providing and fixing frame with / without ventilator of size as specified with Country non teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete. Spec. No. BT-2Page No 478.PWD DSR AS PER 2021-22BDADL -3 I. No.39.02P. No.167
47Item No.13 \"Providing and fixing Country cut teak wood single leaf panelled doorshutters 35 mm thick style and rail and 19 mm thick T.W. panels as per detailed drawing including wrought iron hold fast stainless steel fixtures and fastening and three coats of oil painting etc. complete. Spec. No. Bd.T.7 Page No. 469 .PWD DSR AS PER 2021-22BD ADL -38 I. No.39.14P. No.180\"
48Item No.14 \"Providing and fixing Country cut teak wood window with double leaf half glazed and half panelled shutter with style 70 x 20 mm thick rails 95 x 20 mm thick and pannels 15mm thick with ventilator including wrought iron hold fast, stainless steel fixtures and fastenings and finishing the wood work with oil painting 3 coats etc. complete. .PWD DSR AS PER 2021-22BD ADL 39I. No.39.17P. No.180\"
49Item No.15 Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete.MJP CSR AS PER 2021-22I. No.17 P. No.45
50Item No.16 Providing internal cement plaster 12 mm. thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing complete. Spec. No. : Bd.L.2 Page No. 87PWD DSR AS PER 2021-22I. No.32.05P. No.153
51Item No.17 Providing and laying cement concrete flooring 50 mm thick with M15 cement concrete laid to proper level and slope in alternate bays including compaction, filling joints, marking lines to give the appearance of tiles of 30 cm x 30 cm or other size laid diagonally /square etc finishing smooth (with extra cement) in any colour as directed and curing etc. complete. With Natural Sand.PWD DSR AS PER 2021-22I. No.33.13P. No.157
52Item No.18Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days complete. Spec. No. : Bd.O.8 Page No. 406.PWD DSR AS PER 2021-22I. No.35.13P. No 164
53Item No.19 Providing and applying two coat of lead/ zink based oil paint of approved colours and shade to new wood works and fibre boards, including preparing the surface scafolding if necessary and prinner coat, etc. complete. ( BD_O-1/403) PWD DSR AS PER 2021-22I. No35.04 P. No.164
54Pumping mehinery & Solar pump Item No. 1Providing, 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 65 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).5.0BHP suitable for 47mtr head & 4770 litres/hr discharge. (MJP MECH SSR 21-22 P.NO.1 PM 1-2-5)
55Item No.4 Providing and errecting Commissisioning and testing swell LT Panel Board comprising( MJP. ME DSR2021-22 I. No.
56Item No.5 Supplying and errectingflat flexible 3 core 4.0 Sq. M PVC sheathed submersibble trpe copper cable ( MJP. ME DSR2021-22 I. No. CB1-3 P. No.75 )
57Item No.6 Providing, errecting , Pressure Gauge of various capacity ranges of 0 to 70m, 0 to 140m and0 to 210 m complete with syphon tube, insulaed cock suitable for 12 mm dis G. I Pipe . Pressure Gauge shall be installed as directed, tapping on risiing main or delivery side of pumpset shall be drilled and pressure gauge installed in position . Metre scale may be either in kg/cm2ttor in m of water or with both scale.
58Item No. 7 Providing ISI mark G.I. pipe of following class and dia. Including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete MEDIUM class MJP DSR AS PER 2021-22I. No.1bP. No.82
59Item No.8 Providing erecting Cast Steel D/F Sluice Valves with jointing to pipe work (including all hardware and packing) water works qualityhaving non-rising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement, excluding C. C. foundation / structural steel support. For Rating Class 300 (Working Pressure 52 kg/cm2 and Test Pressure 78 kg/cm2). Sluice ValvesMJP CSR AS PER 2021-22I. No.2 B ii P. No.132
60Item No.9 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1.6MJP CSR AS PER 2021-22I. No.1AP. No.131
61Item No.10 Excavation for foundation / pipe trenches in hardmurum, 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 MMJP CSR AS PER 2021-22I. No.2 P. No.42
62Item No.11Excavation 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 as peMJP CSR AS PER 2021-22I. No.3 P. No.42
63Item No. 12Excavation 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-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 MMJP CSR AS PER 2021-22I. No.5 P. No.42
64Item No.13providing and laying in situ 1:2:4(M150) of grade of C.C of trap / granite/ quartzite / gneiss metal for foundation and bedding incl. Dewatering, form work, compacting and curing finishing etc. comp with intinal lift of 1.5 M below/ above ground level MJP CSR AS PER 2021-22I. No.1b P. No.41
65Item No. 14\"FOOTING & COLUMN Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness if special finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-250- all types of columns.MJP CSR AS PER 2021-22 I. No.3C P. No.49\"
66Item No.15Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps footing, foundation, slab, beams colums canopies, staircase wewels, chajjas, lintel, pardies, coping fins, arches etc. as per detailed designs, drawing and schedules including cutting bending with wires or tack welding and supporting as requried etc.complete( Including cost of binding wires) tOR steel.MJP CSR AS PER 2021-22I. No.8b P. No.52
67Item No.16Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard material in 15 cm layers with all leads and lifts incl. Consolidationm surching , etc. comp as per MJP CSR AS PER 2021-22I. No.15P. No.45
68Item No. 17 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.MEDIUMas per MJP CSR AS PER 2021-22I. No.2P. No.83
69Item No.18Lowering, laying and jointing in position following C.I. D/F Reflux 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.)MJP CSR AS PER 2021-22I. No.4 P. No.135
70Item No.19Providing and supplying ISI standard CI flanged / S& S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to depermental store site, unloading stacking etc. complete.MJP CSR AS PER 2021-22I. No.6a P. No.72
71Item No.20Supplying and errecting 40 mm dia G.I. pipe 2.5 m long with perforated cross holes ( 12 mm dia ) at 150 mm c/c, buried and refillig with alternate layers of charcoal and salt necessary length of double G.I. earth strip connectedto the electrode with cadimum plate G.I. Nut bolts 12 mm dia with bituminous compound and conneced to the nearest swich gear with end socket as per and duly tested by earth tester and recording the resultes, supplying and errecting 19 mm dia vertical G.I. rpipe 1.5 M long, with funnel and mesh at the top is incluided in the scope of work, bottom end of the watering pipe and top end of pipe type electrode should be connected with suitable G. I. reducer coupling, and at top end necessary G I, Disconnecting link/ clamp should be provided )(( PWD. ME DSR 2021-22 I. No.9.1.1 P. No.58 )
72Item No21 \"Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, including excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia. as hold fast including welding link with angle frame at 30cm c/c with nuts and bolts and horizontal M.S.Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete. (PWD Civil SSR 2021-22 Item No. 46.39 Page No. 217)\"
73Item No. 22 \"Providing and Fixing M.S. grill door 24 kg per M² of various size as per detailed drawing without hot dip coating. Iron fixtures and fastenings and three coats of oil painting etc as directed by site engineer Door Size – 1.5 M x 1.0 M = 1.5 M² (PWD Civil SSR 2021-22 Item No. 39.31 Page No. 182)\"
74Item No.23\"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 x 0.90m size made up of 4 mm aluminium composite panel sheet with0.5 mm skin thickness on either side bondedwith white retro reflective sheeting of Class B(Type IV High intensity micro-prismaticgradeheeting-HIP) having pressure sensitive Adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters, numerals, arrow as per IRC: 67-2012 Table No 8.3, on M.S. angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65mm x 6 mm, 3.65 m long painted with alternate bLakh 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 x60 cm x 75 cm including, excavation, refilling, transportation, and labour etc. complete. Class B (Type IV High intensity micro-prismatic grade sheeting HIP) shall have 7 years written warranty from the manufacturer including the Digitally Printed areas with Latex printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and thiswarranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. (PWD Civil SSR 2021-22 Item No. 53.84 Page No. 368)\"
75Item No. 24 Carring out electrification to switch house as per detailed specification atached
76Pumping mehinery & Solar pump Item No. 1Providing, 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 65 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).5.0BHP suitable for 47mtr head & 4770 litres/hr discharge. (MJP MECH SSR 21-22 P.NO.1 PM 1-2-5)
77Item No.4 Providing and errecting Commissisioning and testing swell LT Panel Board comprising( MJP. ME DSR2021-22 I. No.
78Item No.5 Supplying and errectingflat flexible 3 core 4.0 Sq. M PVC sheathed submersibble trpe copper cable ( MJP. ME DSR2021-22 I. No. CB1-3 P. No.75 )
79Item No.6 Providing, errecting , Pressure Gauge of various capacity ranges of 0 to 70m, 0 to 140m and0 to 210 m complete with syphon tube, insulaed cock suitable for 12 mm dis G. I Pipe . Pressure Gauge shall be installed as directed, tapping on risiing main or delivery side of pumpset shall be drilled and pressure gauge installed in position . Metre scale may be either in kg/cm2ttor in m of water or with both scale.
80Item No. 7 Providing ISI mark G.I. pipe of following class and dia. Including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete MEDIUM class MJP DSR AS PER 2021-22I. No.1bP. No.82
81Item No.8 Providing erecting Cast Steel D/F Sluice Valves with jointing to pipe work (including all hardware and packing) water works qualityhaving non-rising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement, excluding C. C. foundation / structural steel support. For Rating Class 300 (Working Pressure 52 kg/cm2 and Test Pressure 78 kg/cm2). Sluice ValvesMJP CSR AS PER 2021-22I. No.2 B ii P. No.132
82Item No.9 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1.6MJP CSR AS PER 2021-22I. No.1AP. No.131
83Item No.10 Excavation for foundation / pipe trenches in hardmurum, 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 MMJP CSR AS PER 2021-22I. No.2 P. No.42
84Item No.11Excavation 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 as peMJP CSR AS PER 2021-22I. No.3 P. No.42
85Item No. 12Excavation 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-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 MMJP CSR AS PER 2021-22I. No.5 P. No.42
86Item No.13providing and laying in situ 1:2:4(M150) of grade of C.C of trap / granite/ quartzite / gneiss metal for foundation and bedding incl. Dewatering, form work, compacting and curing finishing etc. comp with intinal lift of 1.5 M below/ above ground level MJP CSR AS PER 2021-22I. No.1b P. No.41
87Item No. 14\"FOOTING & COLUMN Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness if special finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-250- all types of columns.MJP CSR AS PER 2021-22 I. No.3C P. No.49\"
88Item No.15Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps footing, foundation, slab, beams colums canopies, staircase wewels, chajjas, lintel, pardies, coping fins, arches etc. as per detailed designs, drawing and schedules including cutting bending with wires or tack welding and supporting as requried etc.complete( Including cost of binding wires) tOR steel.MJP CSR AS PER 2021-22I. No.8b P. No.52
89Item No.16Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard material in 15 cm layers with all leads and lifts incl. Consolidationm surching , etc. comp as per MJP CSR AS PER 2021-22I. No.15P. No.45
90Item No. 17 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.MEDIUMas per MJP CSR AS PER 2021-22I. No.2P. No.83
91Item No.18Lowering, laying and jointing in position following C.I. D/F Reflux 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.)MJP CSR AS PER 2021-22I. No.4 P. No.135
92Item No.19Providing and supplying ISI standard CI flanged / S& S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to depermental store site, unloading stacking etc. complete.MJP CSR AS PER 2021-22I. No.6a P. No.72
93Item No.20Supplying and errecting 40 mm dia G.I. pipe 2.5 m long with perforated cross holes ( 12 mm dia ) at 150 mm c/c, buried and refillig with alternate layers of charcoal and salt necessary length of double G.I. earth strip connectedto the electrode with cadimum plate G.I. Nut bolts 12 mm dia with bituminous compound and conneced to the nearest swich gear with end socket as per and duly tested by earth tester and recording the resultes, supplying and errecting 19 mm dia vertical G.I. rpipe 1.5 M long, with funnel and mesh at the top is incluided in the scope of work, bottom end of the watering pipe and top end of pipe type electrode should be connected with suitable G. I. reducer coupling, and at top end necessary G I, Disconnecting link/ clamp should be provided )(( PWD. ME DSR 2021-22 I. No.9.1.1 P. No.58 )
94Item No21 \"Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, including excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia. as hold fast including welding link with angle frame at 30cm c/c with nuts and bolts and horizontal M.S.Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete. (PWD Civil SSR 2021-22 Item No. 46.39 Page No. 217)\"
95Item No. 22 \"Providing and Fixing M.S. grill door 24 kg per M² of various size as per detailed drawing without hot dip coating. Iron fixtures and fastenings and three coats of oil painting etc as directed by site engineer Door Size – 1.5 M x 1.0 M = 1.5 M² (PWD Civil SSR 2021-22 Item No. 39.31 Page No. 182)\"
96Item No.23\"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 x 0.90m size made up of 4 mm aluminium composite panel sheet with0.5 mm skin thickness on either side bondedwith white retro reflective sheeting of Class B(Type IV High intensity micro-prismaticgradeheeting-HIP) having pressure sensitive Adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters, numerals, arrow as per IRC: 67-2012 Table No 8.3, on M.S. angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65mm x 6 mm, 3.65 m long painted with alternate bLakh 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 x60 cm x 75 cm including, excavation, refilling, transportation, and labour etc. complete. Class B (Type IV High intensity micro-prismatic grade sheeting HIP) shall have 7 years written warranty from the manufacturer including the Digitally Printed areas with Latex printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and thiswarranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. (PWD Civil SSR 2021-22 Item No. 53.84 Page No. 368)\"
97Item No. 24 Carring out electrification to switch house as per detailed specification atached
98Pumping mehinery & Solar pump Item No. 1Providing, 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 65 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).7.50BHP suitable for 64mtr head & 4770 litres/hr discharge. (MJP MECH SSR 21-22 P.NO.1 PM 1-2-5)
99Item No.4 Providing and errecting Commissisioning and testing swell LT Panel Board comprising( MJP. ME DSR2021-22 I. No.
100Item No.5 Supplying and errectingflat flexible 3 core 4.0 Sq. M PVC sheathed submersibble trpe copper cable ( MJP. ME DSR2021-22 I. No. CB1-3 P. No.75 )
101Item No.6 Providing, errecting , Pressure Gauge of various capacity ranges of 0 to 70m, 0 to 140m and0 to 210 m complete with syphon tube, insulaed cock suitable for 12 mm dis G. I Pipe . Pressure Gauge shall be installed as directed, tapping on risiing main or delivery side of pumpset shall be drilled and pressure gauge installed in position . Metre scale may be either in kg/cm2ttor in m of water or with both scale.
102Item No. 7 Providing ISI mark G.I. pipe of following class and dia. Including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete MEDIUM class MJP DSR AS PER 2021-22I. No.1bP. No.82
103Item No.8 Providing erecting Cast Steel D/F Sluice Valves with jointing to pipe work (including all hardware and packing) water works qualityhaving non-rising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement, excluding C. C. foundation / structural steel support. For Rating Class 300 (Working Pressure 52 kg/cm2 and Test Pressure 78 kg/cm2). Sluice ValvesMJP CSR AS PER 2021-22I. No.2 B ii P. No.132
104Item No.9 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1.6MJP CSR AS PER 2021-22I. No.1AP. No.131
105Item No.10 Excavation for foundation / pipe trenches in hardmurum, 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 MMJP CSR AS PER 2021-22I. No.2 P. No.42
106Item No.11Excavation 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 as peMJP CSR AS PER 2021-22I. No.3 P. No.42
107Item No. 12Excavation 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-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 MMJP CSR AS PER 2021-22I. No.5 P. No.42
108Item No.13providing and laying in situ 1:2:4(M150) of grade of C.C of trap / granite/ quartzite / gneiss metal for foundation and bedding incl. Dewatering, form work, compacting and curing finishing etc. comp with intinal lift of 1.5 M below/ above ground level MJP CSR AS PER 2021-22I. No.1b P. No.41
109Item No. 14\"FOOTING & COLUMN Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness if special finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-250- all types of columns.MJP CSR AS PER 2021-22 I. No.3C P. No.49\"
110Item No.15Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps footing, foundation, slab, beams colums canopies, staircase wewels, chajjas, lintel, pardies, coping fins, arches etc. as per detailed designs, drawing and schedules including cutting bending with wires or tack welding and supporting as requried etc.complete( Including cost of binding wires) tOR steel.MJP CSR AS PER 2021-22I. No.8b P. No.52
111Item No.16Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard material in 15 cm layers with all leads and lifts incl. Consolidationm surching , etc. comp as per MJP CSR AS PER 2021-22I. No.15P. No.45
112Item No. 17 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.MEDIUMas per MJP CSR AS PER 2021-22I. No.2P. No.83
113Item No.18Lowering, laying and jointing in position following C.I. D/F Reflux 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.)MJP CSR AS PER 2021-22I. No.4 P. No.135
114Item No.19Providing and supplying ISI standard CI flanged / S& S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to depermental store site, unloading stacking etc. complete.MJP CSR AS PER 2021-22I. No.6a P. No.72
115Item No.20Supplying and errecting 40 mm dia G.I. pipe 2.5 m long with perforated cross holes ( 12 mm dia ) at 150 mm c/c, buried and refillig with alternate layers of charcoal and salt necessary length of double G.I. earth strip connectedto the electrode with cadimum plate G.I. Nut bolts 12 mm dia with bituminous compound and conneced to the nearest swich gear with end socket as per and duly tested by earth tester and recording the resultes, supplying and errecting 19 mm dia vertical G.I. rpipe 1.5 M long, with funnel and mesh at the top is incluided in the scope of work, bottom end of the watering pipe and top end of pipe type electrode should be connected with suitable G. I. reducer coupling, and at top end necessary G I, Disconnecting link/ clamp should be provided )(( PWD. ME DSR 2021-22 I. No.9.1.1 P. No.58 )
116Item No21 \"Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, including excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia. as hold fast including welding link with angle frame at 30cm c/c with nuts and bolts and horizontal M.S.Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete. (PWD Civil SSR 2021-22 Item No. 46.39 Page No. 217)\"
117Item No. 22 \"Providing and Fixing M.S. grill door 24 kg per M² of various size as per detailed drawing without hot dip coating. Iron fixtures and fastenings and three coats of oil painting etc as directed by site engineer Door Size – 1.5 M x 1.0 M = 1.5 M² (PWD Civil SSR 2021-22 Item No. 39.31 Page No. 182)\"
118Item No.23\"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 x 0.90m size made up of 4 mm aluminium composite panel sheet with0.5 mm skin thickness on either side bondedwith white retro reflective sheeting of Class B(Type IV High intensity micro-prismaticgradeheeting-HIP) having pressure sensitive Adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters, numerals, arrow as per IRC: 67-2012 Table No 8.3, on M.S. angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65mm x 6 mm, 3.65 m long painted with alternate bLakh 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 x60 cm x 75 cm including, excavation, refilling, transportation, and labour etc. complete. Class B (Type IV High intensity micro-prismatic grade sheeting HIP) shall have 7 years written warranty from the manufacturer including the Digitally Printed areas with Latex printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and thiswarranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. (PWD Civil SSR 2021-22 Item No. 53.84 Page No. 368)\"
119Item No. 24 Carring out electrification to switch house as per detailed specification atached
120Rising 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 Existing Percolation Well to Junction - 1 (140 mm PVC 6 Kg/cm2) Corrigendum No. 7 MJP SSR 2021-2022 (Revised rate Date: - 07/03/2022)
12190mm PVC 6 Kg/cm2
122Item No.2Providing ISI mark G.I. pipe of following class and dia. Including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete MEDIUM class MJP DSR AS PER 2021-22I. No.1bP. No.82
123Item no.3 Providing and supply at. Site of of work PVC/ G.I. Pipes specials suitable for above said pipes incuding cost of taxes, fright charges, octrai, lloading, unloading , conveying to deparmental store etc. complete. as perMJP CSR AS PER 2021-22
124Item No.4 Providing and supplying Air Valves as per IS-10845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and local), insurance, third party inspection charges, loading, unloding, transportatoin upto departmental stores / site, etc. complete. a) Air Valve Double Ball Flanged Type - PN -1.0as perMJP CSR AS PER 2021-22I. No.5P. No.136
125ITEM No. 5 Supply of C.I. Mechanical Joint Double Socket with Flanged Tees as dimensionally described in Table-19 of IS-13382 / 1992 complete with sealing rubber gaskets of SBR (dimensionally described in IS-12820 / 1989) with cast iron followergand and mild steel nut bolts coated or other wise protected from rusting and suitable for C.I. pipes.as perMJP CSR AS PER 2021-22I. No.8P. No.14880*80*80
126150*150*800
127ITEM NO. 6Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1.6MJP CSR AS PER 2021-22I. No.1AP. No.131100mm
12880mm
129Item No.7 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 M MJP CSR AS PER 2021-22I. No.1P. No.42
130ITEM NO.8 Excavation for foundation / pipe trenches in hardmurum, 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 MMJP CSR AS PER 2021-22I. No.2 P. No.42
131Item No.9 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-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 MMJP CSR AS PER 2021-22I. No.5 P. No.42
132Item No.10Excavation for foundation / pipe trenches by blasting in hard rock and concrete road by chessiling including removing the excavated material upto a distance of 50 M beyond the 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 MMJP CSR AS PER 2021-22I. No.7 P. No.40
133Item No.11 Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete.MJP CSR AS PER 2021-22I. No.17 P. No.45
134Item No. 12 Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint). Working Pressure 6 and 10 Kg./Sq.cm. as per MJP CSR AS PER 2021-22I. No.3bP. No. 80 140 MM PVC 6 Kgf/SqM
13590mm PVC 6 Kg/cm2
136Item No.13Hydrullic testing of PVC pipeline to specified pressure incl. cost of all materials and lbour and water for testing for specified length including cutting, placing and end cap making arrangement for filling safe water using reciprocating type pumpss which should be able to provide specified test pressure gauges and other neceassary equipments, laboures operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, it necessary and reinstating to original position using wateretc. complete. MJP CSR AS PER 2021-22I. No.5aP. No.81 140 MM PVC 6 Kgf/SqM
13790mm PVC 6 Kg/cm2
138ITEM NO. 14 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.MEDIUMas per MJP CSR AS PER 2021-22I. No.2bP. No.83 125MM GI B Class forMedium
139ITEM NO.15 \"Hydrullic testing of GI pipeline to specified pressure incl. cost of all materials and lbour and water for testing for specified length including cutting, placing and end cap making arrangement for filling safe water using reciprocating type pumpss which should be able to provide specified test pressure gauges and other neceassary equipments, laboures operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, it necessary and reinstating to original position using wateretc. complete. MJP CSR AS PER 2021-22I. No.3P. No.84100MM GI B Class forMedium
140ITEM NO.16Lowering, laying and jointing in position following C.I. D/F Reflux 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.)(MJP I.No. 4 P.No. 135100mm
141ITEM NO.17 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 over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) Foundation on Murun and Harder Strata.as per MJP CSR AS PER 2021-22I. No.17biP. No.140
142ITEM NO.18 Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard material in 15 cm layers with all leads and lifts incl. Consolidationm surching , etc. comp as per MJP CSR AS PER 2021-22I. No.15P. No.45
143ITEM NO. 19 Providing and laying in situ ( 1:3:6) ( M-100) grade of C.C. of trap/ granite/ quartizite/ gneiss metal for foundation and bedding including dewatering form work compaction curing finishing etc. complete with initial lift of 1.50 m below/ above ground level.as per MJP CSR AS PER 2021-22I. No.1bP. No.40
144RCC ESR 35000 litres Staging Height 12 m. ITEM NO.1 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/cfor 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 chargesincluding 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. railingoutside, 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.The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.) 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.For design having more than 6 columns, provision of internal bracing is obligatory.Externalbracingsisalso obligatory.The entire structure shall be in M-300 mix only.Plainroundmildsteelbarsgrade-I conformingtoI.S.432part-I or high yield strength deformed bars conformingtoI.S.1786orI.S.1139 shall be used, grade-II mild steel bars will not be allowed.Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.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.Staging shall have to be designed with stresses of M-200 concrete for ESR. Howeverall RCCconstructionshould be done in M-300.Theseratesare includingthe costof uplift pressure if any and entire dewatering during execution. In case of waterloggingareawherewateris stretch at shallow depth, extra provision of dewatering shall be made as per site condition.AllconditionsgivenintheMember Secretary\"sCircularNo. MJP/ TS-I/ 350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed andadditional cost, if any, due to these conditionsis includedin the rates mentioned below.75%partrateshallbepayablefor reinforcementconcreteand plastering items of containers of E.S.R. till satisfactoryhydraulictesting for water tightnessisgiven;andtillthatwork shall be treated as incomplete.Theratesindicatedinthetableare excludingthecostofpipes,specials andvalvesrequiredforinlet,outlet, washout, overflow and bypass arrangement. The scope of work, however, includes costoferecting, laying and jointing of pipes and valves including cost of jointing materials upto 5Mbeyondouterfaceof outermost column.ForESRupto500cumcapacityC.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall beused.ForESRabove500cum capacityC.I./M.S.pipeassemblywith minimum 8 mm thickness upto 500 mm diaandminimum10mmthickness above 500 mm dia can be used with properanti-corrosiveepoxy treatment from inside and outside.Belowmentionedratesarefor foundations with individual footing with bearing capacity of20tonnes per squaremetre.Forraft 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 morethan5 MT/sqmandupto10 MT/sqm.This%of5%or 7.5%is applicable for estimationof amount of lumpsumitem of ESR. For extra item due to change from individual foundationtoraft, actualincreasein concreteandsteelbepaidasper relevant DSR item.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 increasedby another10%. 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.The rates are applicable for staging heightof 12 M. Theseratesshallbe increasedor decreasedfor per metre variation in this staging height as below: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).RCC ESR Capacity 56000 litres 9 m staging Height, 3 m tank height. Total cost for 56000 Litres @ 9 m staging Height . 5% decrease for zone II(MJP SSR P No. 214 Section K (II)2.)
145ITEM NO. 2 Providing and supplying ISI standard CI double flanged pipes including all taxes (Central and local), railway freight,insurance,unloading from railway wagon,loading into truck,transport to stores / site, unloading, stacking, etc.complete as directed byEngineer-in-charge.as per MJP CSR AS PER 2021-22I. No.5 P. No.7280 mm dia
14680 mm dia
147ITEM NO. 3 Providing ,erecting, connecting double flanged short body pattern type manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearings excluding C. C. foundation/ structural steel support confirming to IS 13095-1991, Sluice valves - PN -1 as perMJP CSR AS PER 2021-22I. No.3 P. No.13280 mm dia
14880 mm dia
149Item No. 4 \"Providing and supplying ISI standard CI flanged / S& S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to depermental store site, unloading stacking etc. complete.MJP CSR AS PER 2021-22I. No.6aP. No.7280 mm to 300 mm dia
150Distribution System Item No. 1Providing 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 including all local and central taxes, transportation, freight 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 i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). Working Pressure90 mm 4 Kg./Sq.cmMJP CSR AS PER 2021-22I. No.1 P. No.76 \"75 MM DIA.PVC4 kg/ Cm\"
15190mm PVC 4 Kg/cm2
152ITEM NO. 2Providing and supplying at work site of work PVC/ GI specials suitable for above said pipes including cost of taxes, fright charges, cotroi, loading, unloading conveying to department store.asMJP CSR AS PER 2021-22
153Item No.3 Providing double flanged Sluice Valves conforming to IS-2906 / 14846 including worm gear arrangements as per test pressure,stainless steel spindle,caps,including all taxes,transportation, etc. complete. Sluice Valve Sluice Valve PN-1.0 (without by pass arrangement ) PN -1.0 MJP CSR AS PER 2021-22I. No.2P. No.12865 mm dia
15480 mm
155ITEM NO. 4Excavation for foundation / pipe trenches in hard rock and concrete roadby chissling, wedging, line drilling, by mechncally means or by any other means other than blasting incl. trimming and leveling the bedremoving the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and ex6MJP CSR AS PER 2021-22I. No.7 P. No.43
156Item No.5 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 M MJP CSR AS PER 2021-22I. No.1P. No.42
157ITEM NO.6 Excavation for foundation / pipe trenches in hardmurum, 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 MMJP CSR AS PER 2021-22I. No.2 P. No.42
158Item No.7 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-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 MMJP CSR AS PER 2021-22I. No.5 P. No.42
159Item No.8Excavation for foundation / pipe trenches in hard rock and concrete roadby chissling, wedging, line drilling, by mechncally means or by any other means other than blasting incl. trimming and leveling the bedremoving the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and ex6MJP CSR AS PER 2021-22I. No.7 P. No.43
160item no.9\"Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20cm layers including watering and compaction, etc. complete..MJP CSR AS PER 2021-22I. No.15P. No.45\"
161ITEM NO.10 Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint). Working Pressure90 mm 4 Kg./Sq.cm.MJP CSR AS PER 2021-22I. No.4P. No 80 \"75 MM DIA.PVC4 kg/ Cm\"
16290MM DIA .PVC kg/cm
163Item No.11 \"\"\"Hydrullic testing of PVC pipeline to specified pressure incl. cost of all materials and lbour and water for testing for specified length including cutting, placing and end cap making arrangement for filling safe water using reciprocating type pumpss which should be able to provide specified test pressure gauges and other neceassary equipments, laboures operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, it necessary and reinstating to original position using wateretc. complete. MJP CSR AS PER 2021-22I. No.5aP. No.81 \"75 MM DIA.PVC4 kg/ Cm
16490 MM DIA PVC 4kg/cm
165Item No. 12 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 AS PER 2021-22I. No.15 P. No.45
166Item No,13 providing and laying in situ 1:2:4(M150) of grade of C.C of trap / granite/ quartzite / gneiss metal for foundation and bedding incl. Dewatering, form work, compacting and curing finishing etc. comp with intinal lift of 1.5 M below/ above ground level MJP CSR AS PER 2021-22I. No.1b P. No.41
167ITEM NO.14Lowering, laying and jointing in position following C.I. D/F Reflux 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.)as perMJP CSR AS PER 2021-22I. No.4P. No.130 65 mm dia
16880 mm
169Item No. 15 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 inmurumpacking, etc. complete.MJP CSR AS PER 2021-22I. No.5bP. No..210100mm x225mm
170225mm to 300mm
171TRIAL & 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)
172Fencing and M.S. gate Percolation 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
173ITEM NO.2 Providing and fixing M.S. gate 2.5 Mwide for compound with 40 mm dia G.I.pipe, approved grill work, RCC M-150 sidepillars of 25 cm x 40 cm x 2.5 M height, itsfoundation, finishing, painting, etc.complete.MJP SSR Section-H: Miscellaneous P.No.58
174ITEM 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

AI Tender Summary

OUR REF NO 33718469
AUTHORITY Government Departments
TENDER VALUE 1.22 Crore
LAST DATE 13-09-2022
Authority
Authority Name Rural Development Department
Work Description Retrofitting Of Water Supply Scheme At Yelki Tq. Kalamnuri Dist. Hingoli Under Jal Dist. Hingoli Under Jal Jeevan Mission ( Jjm
Basic Detail
Tender No Open/RWS/EE/jaljivan/14/22-23
Bidding Type Tender
Location
City kalamnuri
State Maharashtra
Key Dates
Publish Date 30 Aug 2022
Submission Date 13 Sep 2022
Open Date 15 Sep 2022
Finance
Tender Value 1.22 Crore
Tender Fee 5600
EMD 1.22 Lakhs
Exemption Not Available
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Tender Timeline

Aug 30, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 13, 2022
17:00 IST

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Completed
Sep 15, 2022

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