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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC 1 A6 D K PARK RUPALI CANAL BHATAR ROAD SURAT 395007 GU | SURAT | SURAT | GUJARAT | 395007 | ₹1.6 Cr | L1 | Accepted-AOC AGREEMENT DONE |
| 2 | L2₹1.7 CrRejected-Finance 01 SIDDIGANJ ROAD KHACHROD TEHSIL ASHTA DISTRICT SEHORE M P | ₹1.7 Cr | L2 | Rejected-Finance Committee had decided to sanction lowest rate |
| 3 | L3₹1.8 CrRejected-Finance | ₹1.8 Cr | L3 | Rejected-Finance Committee had decided to sanction lowest rate |
| 4 | Not Admitted-Fee NEAR ITI COLLEGE KHANDWA ROAD HARDA DIST HARDA MADHYA PRADESH 461331 | HARDA | HARDA | MADHYA PRADESH | 461331 | - | - | Not Admitted-Fee Others-m/s devki enterprises JV with m/s AU enterprises , AU enterprises pwd registration not submitted |
Updated dates
Tender Value
₹2.0 Cr
EMD Value
₹2.0 L
Closing Date
24 Dec 2025, 5:30 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER PUBLIC HEALTH ENGINEERING DIVISION UMRALI NAKA ALIRAJPUR
Balance and revised work of JJM Piped Water Supply Scheme under Jal Jeevan Mission at Village 1 AMBUA distt. Alirajpur based on Tube Well including installation of electric submersible water motor pump, construction of R.C.C. Sump well cum pump Hous
2025_PHED_465957_1
36/2025-26
Open Tender
Civil Works - Water Works
120 days
Alirajpur
as per nit
4 documents required · 4 mandatory
₹15,000
₹2.0 L
23 Mar 2026
3 Dec 2025
26 Dec 2025
3 Dec 2025
24 Dec 2025
3 Dec 2025
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be leveled and neatly dressed. All kind of soil USOR. Item.no. 16.4 -P.no.207
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Soft rock with or without blasting or bituminous pavement / cement concrete road. In ordinary or Soft rock with or without blasting or bituminous pavement / cement concrete road. USOR.Item.no. 16.6-(a) P.no.208
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Soft rock with or without blasting or bituminous pavement / cement concrete road. Hard rock requiring chiseling/ where blasting is prohibited.) USOR.Item.no. 16.6-(C) P.no.208
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 m lead as per direction of engineer-in- charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) USOR. Item.no. 16.15.1-P.no.209
Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. 1:2:4 (M-15) . USOR.Item.no. 16.23 (a)(ii)-P.no.210
Providing, Laying, Jointing & field testing of PE pipes made from 100% virgin material (Earlier know as High Density Polyethylene pipes, PE 100 ) confirming to IS 4984/14151/ 12786/13488 with necessary jointing material llike mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then mechanically pressing the ends together against each other to form a monolithic & leak proof joint by thermosetting process. It] may be required to be done with Jack/ Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical iointed) USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.1 -P.no.9 , 75 mm dia HDPE 6 Kg/cm²
Providing, Laying, Jointing & field testing of PE pipes made from 100% virgin material (Earlier know as High Density Polyethylene pipes, PE 100 ) confirming to IS 4984/14151/ 12786/13488 with necessary jointing material llike mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then mechanically pressing the ends together against each other to form a monolithic & leak proof joint by thermosetting process. It] may be required to be done with Jack/ Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical iointed) USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.1 -P.no.9 , 90 mm dia HDPE 6 Kg/cm²
Providing, Laying, Jointing & field testing of PE pipes made from 100% virgin material (Earlier know as High Density Polyethylene pipes, PE 100 ) confirming to IS 4984/14151/ 12786/13488 with necessary jointing material llike mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then mechanically pressing the ends together against each other to form a monolithic & leak proof joint by thermosetting process. It] may be required to be done with Jack/ Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical iointed) USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.1 -P.no.9 ,110 mm dia HDPE 6 Kg/cm²
Providing, Laying, Jointing & field testing of PE pipes made from 100% virgin material (Earlier know as High Density Polyethylene pipes, PE 100 ) confirming to IS 4984/14151/ 12786/13488 with necessary jointing material llike mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then mechanically pressing the ends together against each other to form a monolithic & leak proof joint by thermosetting process. It] may be required to be done with Jack/ Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical iointed) USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.1 -P.no.9 ,160 mm dia HDPE 6 Kg/cm²
Providing, Laying, Jointing & field testing of PE pipes made from 100% virgin material (Earlier know as High Density Polyethylene pipes, PE 100 ) confirming to IS 4984/14151/ 12786/13488 with necessary jointing material llike mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then mechanically pressing the ends together against each other to form a monolithic & leak proof joint by thermosetting process. It] may be required to be done with Jack/ Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical iointed) USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.1 -P.no.9 ,200 mm dia HDPE 6 Kg/cm²
Providing, Laying, Jointing & field testing of PE pipes made from 100% virgin material (Earlier know as High Density Polyethylene pipes, PE 100 ) confirming to IS 4984/14151/ 12786/13488 with necessary jointing material llike mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then mechanically pressing the ends together against each other to form a monolithic & leak proof joint by thermosetting process. It] may be required to be done with Jack/ Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical iointed) USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.1 -P.no.9 ,90 mm dia HDPE 10 Kg/cm²
Installation of HDPE pipe by Horizontal Direction Drilling Method including preparing and setting up the plant and equipment, making string of new pipe material, installing new pipe string and making the system ready for commissioning by HDD operation including drilling, stringing, reaming and pulling back the new pipe on the designed bore path alignment, proper disposal of drilling fluid, as per code of practice for horizontal direction drilling technique suiting indian conditions. Required pipes/ specials and other civil work shall be paid separately-in all types of soils. (This item shall be executed only after prior permission of Superintending Engineer). HDPE pipe of any class-90 mm outer dia, USOR 16.3 P- 207
Installation of HDPE pipe by Horizontal Direction Drilling Method including preparing and setting up the plant and equipment, making string of new pipe material, installing new pipe string and making the system ready for commissioning by HDD operation including drilling, stringing, reaming and pulling back the new pipe on the designed bore path alignment, proper disposal of drilling fluid, as per code of practice for horizontal direction drilling technique suiting indian conditions. Required pipes/ specials and other civil work shall be paid separately-in all types of soils. (This item shall be executed only after prior permission of Superintending Engineer), HDPE pipe of any class-110 mm outer dia, USOR 16.3 P-207
Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete, Class PN 10, 80mm dia, USOR 4.41 p- 71
Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete, Class PN 10, 200mm dia, USOR 4.41 p- 71
Providing and laying including testing Bend 90̊ confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.2 -P.no.9 , 75mm dia 6 kg/sq.cm
Providing and laying including testing Bend 90̊ confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.2 -P.no.9 , 90mm dia 6 kg/sq.cm
Providing and laying including testing Bend 90̊ confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.2 -P.no.9 110 mm dia 6 kg/sq.cm
Providing and laying including testing Bend 90̊ confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.2 -P.no.9 160 mm dia 6 kg/sq.cm
Providing and laying including testing Bend 90̊ confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.2 -P.no.9 90 mm dia 10 kg/sq.cm
Providing and laying including testing Bend 45 confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.3 -P.no. 10 75mm dia 6 kg/sq.cm
Providing and laying including testing Bend 45 confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.3 -P.no. 10 90mm dia 6 kg/sq.cm
Providing and laying including testing Bend 45 confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.3 -P.no. 10 110mm dia 6 kg/sq.cm
Providing and laying including testing Bend 45 confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.3 -P.no. 10 90mm dia 10 kg/sq.cm
Providing and laying including testing equal tee confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.4 -P.no. 10 75 mm dia 6 kg/sq.cm
Providing and laying including testing equal tee confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.4 -P.no. 10 90 mm dia 6 kg/sq.cm
Providing and laying including testing equal tee confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.4 -P.no. 10 110 mm dia 6 kg/sq.cm
Providing and laying including testing equal tee confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.4 -P.no. 10 90 mm dia 10 kg/sq.cm
Providing and laying including testing pipe end confirming to IS specifications. USOR 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.5 -P.no.10 90 mm dia 6 kg/sq.cm
Providing and laying including testing pipe end confirming to IS specifications. USOR 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.5 -P.no.10 110 mm dia 6 kg/sq.cm
Providing and laying including testing reducer confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.6 -P.no. 11 75x63 mm dia 6 kg/sq.cm
Providing and laying including testing reducer confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.6 -P.no. 11 90x75 mm dia 6 kg/sq.cm
Providing and laying including testing reducer confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.6 -P.no. 11 90x75 mm dia 10 kg/sq.cm
Providing and laying including testing reducer confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.6 -P.no. 11 110x90 mm dia 6 kg/sq.cm
Issued vide order no. 09 dt 07.01.2022 Item.no. 9.8 -P.no.11 , 75 mm dia 6 kg/sq.cm
Providing and laying including testing End Cap confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.8 -P.no.11 , 90 mm dia 6 kg/sq.cm
Providing and laying including testing End Cap confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.8 -P.no.12 , 110mm dia 6 kg/sq.cm
Providing and laying including testing End Cap confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.8 -P.no.12 , 90mm dia 10 kg/sq.cm
Supply & Filling moorum for pipe bedding or over the pipe ( including supply of moorum ) PHE USOR Item 16.11 (a) Page 208
Provision for Jointing of TW to Rising Main with cost of Material/ specials such as GI Union / CI Flange, GI Reducer UPVC MTA FTA etc. as per requiement of site i/c cost of labour etc. complete as per approved specification and as directed by Engineer in charge USOR 17.19 P 228-229
Provision for jointing of Rising main to sump well/OHT and OHT to Distribution pipe line with cost of material/specials such as Bends, MTA as per rerquirement of site i/c cost of labour with excavation, labour as per requirement complete as per approved specification and as directed by Engineer in charge.USOR 17.20 P-229
Construction of Brick masonry valve chamber with 20 cm thick wall in 1:6 C.M. with 12mm thick 1:4 Cement Plaster and base course 10 cm. thick in M-15. Inside Dimensions 90 x 60 x 100cm with - Heavy Duty SFRC chamber cover with frame size 130cm x 100cm x 10cm including cost of materials, labour etc. complete. USOR. 2nd Amendment OF Issued vide order no. 254 dt 06.08.2020 item no. 17.46.2, Page no 7)
Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding watering and ramming.. USOR.Item.no.16.10 (b)-P.no. 208
Providing and supplying of HDPE pipes in 300/500/600 mtr coils or in length grade PE 100 confirming to IS 4984 -2016 at store or at site 40 mm dia 6 kg/sqcm USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.15 -P.no.20 ,
Providing making and testing of Consumer Service Connection (Functional House Hold Tap Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro Fusion Saddle, brass insert flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE 20mm dia /Gl pipe 15 mm dia (medium class), brass tap with Stainesless steel coating etc. all complete and all items/fittings shall be complying with the relevant BIS Codes. Rates also include excavation, cutting of road if required, refilling the trenches and restoration of road with minimum M-20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer), Pre-fabricated cement concrete platform in CC M-20 grade over 75 mm thick M-10 (1:3:6) base and Pre-fabricated Milestone shaped cement concrete stand post as per attached drawing and specifications. Complete item. For connection with 20 mm dia MDPE pipe upto 5 mtr and concrete road crossing is necessary USOR 8th Amendment OF Issued vide order no. 368 dt 27.01.2023 Item.no.17.41.1 -P.no. 1
Providing making and testing of Consumer Service Connection (Functional House Hold Tap Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro Fusion Saddle, brass insert flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE 20mm dia /Gl pipe 15 mm dia (medium class), brass tap with Stainesless steel coating etc. all complete and all items/fittings shall be complying with the relevant BIS Codes. Rates also include excavation, cutting of road if required, refilling the trenches and restoration of road with minimum M-20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer), Pre-fabricated cement concrete platform in CC M-20 grade over 75 mm thick M-10 (1:3:6) base and Pre-fabricated Milestone shaped cement concrete stand post as per attached drawing and specifications. Complete item. For connection with 20 mm dia MDPE pipe more than 5 mtr and upto 10 metere and concrete road crossing is necessary USOR 8th Amendment OF Issued vide order no. 368 dt 27.01.2023 Item.no.17.41.2 -P.no. 1
Providing making and testing of Consumer Service Connection (Functional House Hold Tap Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro Fusion Saddle, brass insert flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE 20mm dia/Gl pipe 15 mm dia (medium class), brass tap with Stainesless steel coating etc. all complete and all items/fittings shall be complying with the relevant BIS Codes. Rates also include excavation, cutting of road if required, refilling the trenches and restoration of road with minimum M-20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer), Pre-fabricated cement concrete platform in CC M-20 grade over 75 mm thick M-10 (1:3:6) base and Pre-fabricated Milestone shaped cement concrete stand post as per attached drawing and specifications. Complete item. For connection with 20 mm dia MDPE pipe upto 5 Metr to 10 mtr and other than concrete road crossing is necessary. USOR 8th Amendment OF Issued vide order no. 368 dt 27.01.2023 Item.no.17.41.5 -P.no. 2
Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fitting as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job for following capacities with 9/12/15 meter staging height from GL :- (26.1.3 ) 100 Kilo Litres 15 MTR STAGING USOR 2nd Amendment OF Issued vide order no. 254 dt. 06.08.2020 Item.no 26.1.3 P 14
Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fitting as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job for following capacities with 9/12/15 meter staging height from GL :- (26.1.3 ) 150 Kilo Litres 15 MTR STAGING USOR 2nd Amendment OF Issued vide order no. 254 dt. 06.08.2020 Item.no 26.1.5 P 14
Design, drawing, construction, testing and commissioning of GSR/Sumpwell of following capacities with all necessary fitting and accessories as mentioned in the relevant chapter of USOR, IS codes and departmental circulars. Complete turn key job for following capacities :- 30 Kilo Litres. USOR 2nd Amendment OF Issued vide order no. 254 dt. 06.08.2020 Item.no 26.2.2 P -17
Providing and laying factory made machine pressed pre cast cement concrete interlocking paver block of any shape and size conforming to IS : 15658 -2009 and ISI marked of 60 mm Thikness, M-30 grade with grey cement and pugment all as sperifed made by block making machine with strong vibratory compaction, laid in required colour and pattern over and including 50 mm thick compacted bed of stone dust, filling the joints with sand etc. all complete as per the direction of Engineer-in charge . MP PWD SOR No. 11.66 P. NO. 325
Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity of Three phase, 50 Hz, 415V, deep-well submersible pump Steel body, suitable for 6"tube well with clntrol Panel Starter suitable for Subme
rsible pump with dry run protection(Auto cut-ofl), single phase preventer, connections, including clamps, bore cap, flat cable of length equals to maximum head of the pump plus 5 metres etc. as required as per specifications but excluding riser pipe and connection cable 10 H.P. with 20 stages, Head Mt. 184-80 Discharge LPM 60-270 USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no.24.20.106 (IX) P.no.41-42
Supplying & Installation of Five star BEE rating ISI Marked required capacity of Three phase, 50 Hz, 415V, Open well Submersible pump, with Control Panel Starter with Dry Run Protection, single phase preventer, connections, etc. as required as per specifications but excluding pipe and connection cable. II 5.0 H.P. Head Mt.15-24, Discharge LPM 930-420, USOR.Item.no.24.20.113 P.no.268
Providing and jointing of following galvanized Iron (MS) Pipes class medium with heavy duty seamless sockets for lowering of submersible pumps including testing of joints, cost of pipes & heavy duty sockets and jointing materials all complete. Pipes and sockets confirming to IS:1239- 2011 Part-II. 50 mm dia Class Medium with heavy duty seamless sockets , II Amdt USOR 17.38.1 P-3
Supply & erection of readymade mini pump house (control panel box) GI sheet of 18 gauge of size 90cmx90cm x60cm with 40x40x5mm angle Iron frame to fix it 200mm below ground level with hold fasts grouted in foundation and 300mm above ground level for clearance suitable for fixing of control panel, fuse unit, main switch etc. as per approved specification.USOR item 17.18, P - 227
11 KV line on 140 kg. 8.0 Mtrs. long PCC Poles with rabbit conductor average span of 70 mtr. in rural area including labour complete. (Schedule Ref. C-1.1 of MPMKVVCL for SOR 2019-20)
11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for straight line including labour complete. (Schedule Ref. C-5.1 of MPMKVVCL for SOR 2019-20)
L.T. Line 1 phase 3 wire on PCC support using Aerail Bunched XLPE cable with maximum span of 50 Meter including labour complete. 2 x 35+ 1 x 16 sq. mm (Insulated nuetral massenger) (Schedule Ref. D-3.2 of MPMKVVCL for SOR 2019-20)
11/0.4 KV out-door type transformer sub- station. 25 KVA on 140 kg. 8.0 meter long PCC Pole including labour complete.(Schedule Ref. E-1.1 of MPMKVVCL for SOR 2019-20)
Providing & laying & joining of following G.I.pipe with specials (such as bends,elbows,tees etc.) class of light,medium,heavy,) i/c testing of joints,cost of material all complete. Pipes & sockets confirming to IS-1239/2004 Part-II 80 mm dia GI pipe (class medium) USOR Item no. 6.1 P-87
Providing and fixing following check (non-return) valves Class- II, confirming to IS-778/1984 (Reaffirmed 2005) female ends, tested to 21.09 kg/sq.cmt. 80mm dia Flanged USOR. Item.no. 6.8 p.g.no. 89
Providing & fixing following cast iron single acting air valves, large orifice with screwed end as per IS : 14845-2000 including jointing & testing with cost of jointing material and rubber insertion all complete as per IS :13095-1991 PHE USOR. Item.no. 8.10 Page No 115 CLASS PN-1.6 50 mm dia
Steel Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for RCC work i/c cutting , bending , binding etc complete i/c cost of binding wire and wastage. USOR.Item.no.16.25 (a ) -P.no.211
Providing and fixing form work i/c centering and shuttering including strutting , propping etc and removal of form work for foundation, footing, bases of columns etc for mass concrete USOR.Item.no.16.30 (i) -P.no.214
Providing and fixing form work i/c centering and shuttering including strutting , propping etc and removal of form work for wall (any thickness) including attached pilasters, buttresses, plinth and string courses etc. USOR.Item.no.16.30(ii) -P.no.214
Providing and fixing form work i/c centering and shuttering including strutting , propping etc and removal of form work for Lintels , beams, plinth beam , girders, bressumers and cantilevers. USOR.Item.no.16.30 ( iv) -P.no.214
Providing and fixing form work i/c centering and shuttering including strutting , propping etc and removal of form work for Columns , pillars , piers, abutments, posts and struts USOR.Item.no.16.30 ( v) -P.no.214
Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. In Plinth & foundation 1:3:6 (M-10) USOR.Item.no.16.23 (a) (I ) -P.no.210
REINFORCED CEMENT CONCRETE Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in superstructure up to 4 mtr. Height above plinth level (20mm graded metal) 1:1.5:3 (M 20) USOR.Item.no.16.24 ( b ) (I ) -P.no.211
BRICK WORK Brick work with open Bhatta bricks having crushing strength not less than 20 kg/cm² and water absorption not more than 25% in super structure above plinth level and up to floor two level i/c form work & curing etc. complete. In Cement Mortar 1:4 USOR.Item.no.16.28 ( f ) (ii) -P.no.213
PLASTER 12mm thick cement plaster in single coat including finishing even, smooth and curing complete. 1:6 (Cement 1: Sand 6) USOR.Item.no.16.29 (a) (iv ) -P.no.213
Finishing walls with Acrylic Smooth exterior paint of required shade : New work ( two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10sqm) USOR.Item.no.16.42 ( I ) -P.no.216
Filling available excavated earth in trenches, plinth sides of foundation in layers not exceeding 20cm. in depth including consolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5m in all kinds of soils USOR.Item.no.16.10 ( a ) -P.no.208
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