Rural Drinking Water And Sanitation Department Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Rural Drinking Water And Sanitation Department Tender
Civil And Construction
Water Storage And Supply
Opening Date6 Mar 2024
Closing Date14 Mar 2024
Tender Amount₹ 54,72,276.97
Costs
EMD
₹ 1,09,446Document Cost
Refer DocumentsTender Fee
₹ 1,370
Description
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Contact
Tender Id
RWSSD/2023-24/WS/WORK_INDENT2804/CALL-5Bid Award Id
ViewTender No
RWSSD/2023-24/WS/WORK_INDENT2804/CALL-5Tender Authority
Rural Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
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Documents
BOQ Items
code04 - Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.Depth upto 1.50m (AS PER 2ND CORRIGEDUM FOR VOL1,2 & 3 SCHEDULE OF RATES w.e.f 21.04.2022 ITEM NO/1.6.1 , PAGE NO 6 &32)
84.64
415
35169.6128
code05 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984/2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will makehis own arrangements for procuring water for testing) etc.
HDPE Grade PE100/PN10, CSR/2021/2022, P.No/122, I/3.2,3.3) (Letter NO .4/2022/23 w.e.f 05.04.22/(75 mm HDPE PE 100 PN 10)
700
315
221165
code06 - Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) CSR/2021/2022, P.No/130, I/17)/Electrofusion Coupler 75mm
14
200
2806.72
code07 - Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) CSR/2021/2022, P.No/130, I/17)/Electrofusion Elbow 75mm
10
322
3225.6
code08 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(PWD SR/2021/2022,VOL 1, P.No/7, I/1.9)
95.63
228
21849.5424
code09 - Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with Grader in sub/ base / base co
5.81
2681
15578.1787
code10 - Providing and constructing un/reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS..383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m 3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer/in/charge of the work.. Ref MORTH B1501 (PWD SR/2021/2022, Vol 3, P.No/138, I/20.28) As per 2nd Quarter Revision W.E.F 09/11/2022
8.73
6890
60151.7952
code11 - Supply and fixing of Single / Double chamber triple function tamper proof(Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP/P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For PN 10.0 CSR/2021/2022, P.No/75, I/37)/ For TP Air Valves of 50mm dia.
2
25695
51390.08
code12 - Supply and delivery at site of brand new best make non/return valve as per IS 778 /1984 with ISI Mark and as per its latest amendments CSR 2021/22 ITEM NO 28 PAGE NO 162/80 MM
1
1948
1948.8
code13 - Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1..6, bed concrete 150mm thick with 1..3..6, plastering 12 mm thick with cement mortar 1..4, CC 1..2..4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover..(CSR /2021/2022 Vol/V, P.No/187, ITEM NO/T130 B)
3
5574
16722.72
code14 - Motor and Electrification Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034/2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. for (CSR 2021/22,, Page 159, Item No. 11)7.50 HP / 90 LPM@ 165 m = 15 STG Outlet Dia / 2.00"
1
44563
44563.68
code15 - Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694/1990 with ISI Mark and as per its latest amendments. ( CSR 2021/22 PG.NO/161 I.No.22.3 ) 1x3x4 Sqcm
171
184
31600.8
code16 - Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part/I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover)(CSR 2021/22,, Page 162, Item No.P310 A) 50 mm
16
3416
54656
code17 - Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING..1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump.. 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE.. 1) DOL Direct Online Starter 2) S/D/ Star Delta Starter ( CSR 2021/22,, Page 162, Item No/29.2)/ 6HP/15HP
1
15960
15960
code18 - Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. (CSR 2021/22,, Page 163, Item No/38)
1
6888
6888
code19 - Electrical Arrangement Fabricating supplying and mounting MS box made out …SWG suitable for floor / wall mounting, fully weather proofwith provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paintt and finally finished with approved colour etc., complete. (Schedule of Rates PWD,Electrical SR 2019/20 ITEM No.5.42) 16SWG
19.5
380
7410
code20 - Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. (Schedule of Rates PWD,Electrical SR 2019/20 ITEM No.5.41) 75x75x6mm
2
497
994
code21 - Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654 (Schedule of Rates PWD,Electrical SR 2019/20 ITEM No.3.1) / 6Amps 3/5 Way
1
143
143
code22 - Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS/694..confirming to latest amendments.(Schedule of Rates PWD,Electrical SR 2019/20 ITEM No.2.3.3) 2.5 sqmm
10
40
400
code23 - Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS/694..confirming to latest amendments.(Schedule of Rates PWD,Electrical SR 2019/20 ITEM No.2.3.3) 4 sqmm
15
59
885
code24 - Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.(Schedule of Rates PWD,Electrical SR 2019/20 ITEM No.5.7.2) /32 Amps
3
200
600
code25 - Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross/3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898..(Schedule of Rates PWD,Electrical SR 2019/20 ITEM No.5.17.9)/ 50/63Amps TPN
1
2399
2399
code26 - Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 240/450V up to 300mA sensitivity on existing wood/panel board.(Schedule of Rates PWD,Electrical SR 2019/20 ITEM No.5.20.3)/32/40 Amps 4 pole
1
2826
2826
code27 - Fixing a shunt capacitor of … KVAR capacity with necessary clamps, bolts, and nuts on existing wooden or metal board including banking of more than one capacitor.(Schedule of Rates PWD,Electrical SR 2019/20 ITEM No.14.15.1)/ Up to 5 KVAR
3
144
432
code28 - Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440v A.C. 50 Hz 12/24v D.C..(Schedule of Rates PWD,Electrical SR 2019/20 ITEM No.5.38)
1
464
464
code29 - Earthing.. Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. ( CSR 2021/22, Page 164,Item No/45)
1
4200
4200
code30 - Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS/1554 (Part/1) or IS/7098 Part/1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS/3975(Schedule of Rates PWD,Electrical SR 2019/20 ITEM No.6.4.2)/ 4 core 10 sqmm
15
130
1950
code31 - Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required.(Schedule of Rates PWD,Electrical SR 2019/20 ITEM No.6.5.1) 6 sqmm to 16 sqmm
10
11
118.8
code32 - Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required.(Schedule of Rates PWD,Electrical SR 2019/20 ITEM No.6.5.1) 6 sqmm to 16 sqmm
10
30
300
code33 - Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating etc., complete.(As per Civil SR KSRB I/2, P/7)(Schedule of Rates PWD,Electrical SR 2019/20 ITEM No.6.6.2)
10
102
1020
code34 - Supplying and fixing of class A (medium duty) GI pipe of wall thickness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1 KV.(Schedule of Rates PWD,Electrical SR 2019/20 ITEM No.6.9.1) 40mm
4
335
1340
code35 - Supplying and fixing L.T. cast Iron pot heads suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps, bolts, nuts and washers etc. (Schedule of Rates PWD,Electrical SR 2019/20 ITEM No.6.10.1) 10Sqmm
1
260
260
code36 - Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. (Schedule of Rates PWD,Electrical SR 2019/20 ITEM No.6.18.3) 8 SWG GI Wire
6
19
114
code37 - Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 Amps three phase 4 wire whole current class/1 Accuracy Energy Meter. (Schedule of Rates PWD,Electrical SR 2019/20 ITEM No.5.35)
1
5125
5125
code38 - Construction of 25KL /ELSR/7.5 M Staging Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m
PWD SR/2022, Vol/1, Sl No/ 1.14.1, Pg No/ 8/ Depth upto 1.50m
50.9
81
4161.584
code39 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately).
PCC 1..3..6 using 40 mm aggregate
CSR/2022, Vol/5, SOR Code/ H010B, Pg No/ 107
2.99
6431
19228.8096
code40 - Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content.. 340 kgs (6.80 bags)).
RCC M25 Design Mix with 20mm aggregate
CSR/2022, Vol/5, SOR Code/ H020A, Pg No/ 107
7.42
9287
68909.8368
code41 - Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. The ranite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1..3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content.. 360 kgs (7.20 bags)).
/RCC M30 Design Mix with 20mm aggregate for level 6m to 9m height.
CSR/2022, Vol/5, SOR Code/ H030B, Pg No/ 108
4.28
15378
65820.9216
code42 - Providing and laying in position Reinforced cement concrete for shell portion, bottom dome / slab and ribs over the staging. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1..3, 12 mm thick and CM plastering 1..3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content.. 360 kgs (7.20 bags)).
M30 Design Mix with 20mm aggregate for level and 6 to 9 m height
CSR/2022, Vol/5, SOR Code/ H050B, Pg No/ 109
7
22741
159191.2
code43 - Providing and laying in position Reinforced cement concrete for side walls of water tank over the staging above the ground level. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1..3, 12 mm thick and CM plastering 1..3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content.. 360 kgs (7.20 bags)). RCC M30 Design Mix with 20mm aggregate for level and upto 6 / 9 m height.
CSR/2022, Vol/5, I.No/6.2, SOR Code/ H060B, Pg No/ 109
7.39
23922
176784.1712
code44 - Providing and laying in position Reinforced cement concrete for top dome of water tank over the staging above the ground level. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1..3, 12 mm thick for both inside and outside surface, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content.. 360 kgs (7.20 bags))
CSR/2022, Vol/5, I.No/7.2, SOR Code/ H070B, Pg No/ 110
3.07
23179
71161.1264
code45 - Providing Thermo/Mechanically Treated bars of grade Fe/500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)(PWD SR/2021/2022, P.No/84, I NO..11.32) As per 2nd Quarter Revision W.E.F 09/11/2022
4082.159
103
420625.66336
code46 - Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1..2..4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with..
MS angle of 65 x 65 x 8mm
CSR/2022, Vol/5, SOR Code/ H110A, Pg No/ 111
12
4841
58101.12
code47 - Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1..2..4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post)
CSR/2022, Vol/5, I.NO/22, SOR Code/ H230A, Pg No/ 114
31.73
1229
39020.2848
code48 - Ladder inside the container.. Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm C section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M/15) bed for embedding the ladder bottom complete as per specification and drawing .AS PER 2ND CORRIGEDUM FOR VOL 5 SCHEDULE OF RATES w.e.f 07.06.2022 ITEM NO/H270
3.5
5712
19992
code49 - Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.
CSR/2022, Vol/5, SOR Code/ H140A, Pg No/ 111
1
2364
2364.32
code50 - Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for.. MS Guage sheet for 2.5 m depth
CSR 2021/22, ITEM NO.14 SOR Code/ H150C, Pg No/ 111
1
6144
6144.32
code51 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1..5 (1 cement .. 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1..3 (1 cement.. 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering,providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer/in/charge. (PWD SOR/2021/2022 Vol/2, P.No/41, I/8.9) As per 2nd Quarter Revision W.E.F 09/11/2022
226.08
277
62795.9808
code52 - Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for.. Tanks staging above 6 m and upto 9 m
CSR/2022, Vol/5, SOR Code/ H210B, Pg No/ 113
79.14
171
13561.4304
code53 - Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade
PWD VOL/3 SOR/2022, Sl No/ 8.3, Pg No/ 53
30
134
4020
code54 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vam tight and 100% leak proof with face to face dimensions as per IS 14846/2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 O rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note.. TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN/10.. CSR/2022, Vol/5, I.NO/25.2 & 25.3, SOR Code/ B073B & B073C, Pg No/ 71 80mm
2
8974
17949.12
code55 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vam tight and 100% leak proof with face to face dimensions as per IS 14846/2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 O rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note.. TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN/10.. CSR/2022, Vol/5, I.NO/25.2 & 25.3, SOR Code/ B073B & B073C, Pg No/ 71 100mm
1
9920
9920.96
code56 - Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete.
For double flanged CI pipes of 80mm dia.
CSR/2022, Vol/5, I.NO/16.1 & 16.2, SOR Code/ H170A & H170B, Pg No/ 112/80 mm dia for inlet Pipe
27
2469
66679.2
code57 - Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete.
For double flanged CI pipes of 80mm dia.
CSR/2022, Vol/5, I.NO/16.1 & 16.2, SOR Code/ H170A & H170B, Pg No/ 112/ 100 mm dia for outlet
27
3280
88572.96
code58 - Suppling Ductile Iron Push on special confirming to IS 9523..2000 / All Double Socket Duck Foot DI Bends..CSR/2022, Vol/5, I.NO/ 24.1 & 24.2, SOR Code/ H260A & H260B, Pg No/ 115 80 X 900
2
2648
5297.6
code59 - Suppling Ductile Iron Push on special confirming to IS 9523..2000 / All Double Socket Duck Foot DI Bends..CSR/2022, Vol/5, I.NO/ 24.1 & 24.2, SOR Code/ H260A & H260B, Pg No/ 115 100 X 900
2
3430
6861.12
code60 - Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for..
For Over Head Tanks upto 9 m staging
CSR/2022, Vol/5,I.NO/17.2 SOR Code/ H180B, Pg No/ 113
1
9638
9638.72
code61 - Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1..6, bed concrete 150mm thick with 1..3..6, plastering 12 mm thick with cement mortar 1..4, CC 1..2..4 coping 75mm thk forfixing CI cover & frame etc. excluding the cost of CI frame and cover... (CSR /2021/2022, P.No/187, I NO/9, T130 B)
3
5574
16722.72
code62 - G.I Barbed Wire Fencing 1.8 Metre High Providing and fixing 1.8 m high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 m center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 808 CSR/2022, Vol/3, I no/ 8.20, Pg No/ 58
48
449
21557.76
code63 - Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top.The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement
steel. For Overhead tanks upto 2.5 lakhs capacity. (CSR 2021/22, I NO/12.1, SOR CODE/H120A, PAGE NO/111)
1
6440
6440
code64 - Disinfection Unit Supply, delivery, erection and commissioning of following capacity of micro processor based water disinfection equipment using Silver Ionization process based on Oligo/dynamic technology, suitable to provide directly to pumping main, or to sump or to overhead tank, with bypass arrangements, controlling valves, micro processor based control panel, in built transformer, relay miniature circuit breaker, tool kits, spares etc. The water chambers are made of corrosion free stainless steel confirming to SS 304 investment casting, capable to withstand a pressure of 10 Ksc with inbuilt electrodes mounted on a powder coated (mild steel) cabinet of 20gg thickness with universal lock and key for safety. The control panel will have Electrode active indication to show that the water is flowing inside the chamber, and the electrode is working, and Change Electrode indication to show that electrode is nearing completion, for easy maintenance of the equipment. The control panel will have two dosage modes of Low dosage and Normal dosage. Low dosage will give 0.005mg/lit of silver and Normal dosage will give 0.01mg/lit of silver. The dosage can be adjusted by press of a button. The flow rate setting can be adjusted by pressing increase/decrease buttons in steps of 250 LpH or 500LpH. The silver ions produced by the electrode will be totally non toxic as permitted by BIS standards and the residual effect of the disinfectant will be long lasting for more than 2 days. The equipment is powered by a single phase 220V /50 HZ power supply and provided with an onsite disinfectant analyzing kit with consumables to do a minimum of 10 tests.
An evaluation of efficiency of Silver Ionization Equipment for disinfection of drinking water from CSIR/ NEERI must be provided. The product should be tested and analyzed by CSIR NEERI and should have given a final report of its performance. The disinfection equipment must have constant current technology so that it can work well in both summer and winter and it should be endorsed by CSIR/NEERI.The product must be purchased from manufacturer’s having CSIR NEERI appraisal only and not any dealer or agent, so that the guarantee of the product can be full/filled. The product should have residual protection for minimum 48 hours and it should be endorsed by CSIR/NEERI.The test kit provided by the manufacturer must be endorsed by CSIR/NEERI.
1
67142
67142
code65 - Distribution Line Agumentation and Retrofitting /Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface. SOR Code A105B (CSR/2021/2022, P.No/63, I/1.2)
7.43
997
7414.5456
code66 - Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface. SOR Code A105C (CSR/2021/2022, P.No/63, I/1.3)
90
1065
95860.8
code67 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal ofstumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. (PWD SR/2021/2022, Vol 1,P.No/10, I/1.17.1)
169.61
217
36852.8608
code68 - Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.Depth upto 1.50m (AS PER 2ND CORRIGEDUM FOR VOL1,2 & 3 SCHEDULE OF RATES w.e.f 21.04.2022 ITEM NO/1.6.1 , PAGE NO 6 &32)
547.9
415
227663.408
code69 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984/2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. SOR Code A105CNote.. Upto 110mm dia Coil shall be used. For Grade PE100 PN8.0 ..K010A HDPE Grade PE100/PN8.0 (CSR/2021/2022, P.No/121, I/1.1) 63 mm Dia HDPE
2770
208
576741.7
code70 - Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) (CSR 2021/22, PG NO /130, IT NO 16, K130)/Electrofusion Coupler 63 mm
139
157
21950.88
code71 - Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) (CSR 2021/22, PG NO /130, IT NO 16, K130)/ Electrofusion Tee 63 mm
10
275
2755.2
code72 - Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) (CSR 2021/22, PG NO /130, IT NO 16, K130)/ Electrofusion Elbow 63 mm
69
276
19088.16
code73 - Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) (CSR 2021/22, PG NO /130, IT NO 16, K130)/Electrofusion Endcap 63 mm
20
336
6720
code74 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(PWD SR/2021/2022, Vol 1, P.No/7, I/1.9)
169.61
228
38752.4928
code75 - Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub/base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (PWD SR/2021/2022, Vol 3, P.No/24, I/4.27/A)
65.28
2681
175033.3056
code76 - Providing and constructing un/reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS..383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m 3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges,cost and conveyance of all materials,labour, equipments etc.,complete.as per the directions of the Engineer/in/charge of the work.Vol 1 (PWD CSR/2021/2022, Vol 3, P.No/1
97.92
6890
674692.3008
code77 - Sign Board Providing and Fixing Maintenance Information Board Providing and fixing of typical Maintenance information board as per specifications and drawing. ACP Sheet of 3 mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of Ms plate of 5mm thick. Supported on frame post of 2 no's of MS Suare hallow section 75mmx75mmx6mm which is duly embedded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level.All MS will be stove enameled on both the sides.All sections of framed posts,MS sheet and Stell tubes will be painted with primer and two coats of epoxy paint as per drawing etc..Retro/Reflective Sheet as per IRC 67 fixted over a Aluminum composite material(ACP) sheeting of size 900x1500mm of 3mm thick duly bolted/reveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by engineer incharge. (i) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (ii) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7 A Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type/1 (PWD SR/2021/2022, Vol 3, P.No/142, I/20.35(A))
2
22245
44490.88
code78 - Distribution Line Agumentation and Retrofitting /Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface. SOR Code A105B (CSR/2021/2022, P.No/63, I/1.2)
3.01
997
3003.7392
code79 - Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface. SOR Code A105C (CSR/2021/2022, P.No/63, I/1.3)
9.86
1065
10502.0832
code80 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal ofstumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. (PWD SR/2021/2022, Vol 1,P.No/10, I/1.17.1)
73
217
15861.44
code81 - Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.Depth upto 1.50m (AS PER 2ND CORRIGEDUM FOR VOL1,2 & 3 SCHEDULE OF RATES w.e.f 21.04.2022 ITEM NO/1.6.1 , PAGE NO 6 &32)
234.6
415
97480.992
code82 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984/2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. SOR Code A105CNote.. Upto 110mm dia Coil shall be used. For Grade PE100 PN6.0 ..K010A HDPE Grade PE100/PN6.0 (CSR/2021/2022, P.No/121, I/1.1) 63 mm Dia HDPE
1187
183
217767.02
code83 - Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) (CSR 2021/22, PG NO /130, IT NO 16, K130)/Electrofusion Coupler 63 mm
59
157
9317.28
code84 - Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) (CSR 2021/22, PG NO /130, IT NO 16, K130)/ Electrofusion Tee 63 mm
10
275
2755.2
code85 - Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) (CSR 2021/22, PG NO /130, IT NO 16, K130)/ Electrofusion Elbow 63 mm
17
276
4702.88
code86 - Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) (CSR 2021/22, PG NO /130, IT NO 16, K130)/Electrofusion Endcap 63 mm
15
336
5040
code87 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(PWD SR/2021/2022, Vol 1, P.No/7, I/1.9)
73
228
16679.04
code88 - Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub/base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (PWD SR/2021/2022, Vol 3, P.No/24, I/4.27/A)
8.57
2681
22978.4839
code89 - Providing and constructing un/reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS..383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m 3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges,cost and conveyance of all materials,labour, equipments etc.,complete.as per the directions of the Engineer/in/charge of the work.Vol 1 (PWD CSR/2021/2022, Vol 3, P.No/1
12.86
6890
88608.4864
code90 - Supply and delivery at site GM (copper alloy) gate valves confirming to Class/I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. CSR 2021/22 ITEM NO 16 PAGE NO 147
7
1890
13233.92
code91 - Supply and delivery at site of brand new best make non/return valve as per IS 778 /1984 with ISI Mark and as per its latest amendments CSR 2021/22 ITEM NO 28 PAGE NO 162 /50 MM
1
1428
1428
code92 - Supply and fixing of Horizontal Mechanical Woltman type hemetically sealed water meters with copper Glass register with IP 68 protection. The meter shall be removable mechanism type manufactured as ISO 4064/1.. 1993 with MID certification. The meters shall be capable of transmitting consumption data on daily basis to central server through GSM/GPRS. The meter interface unit shall be fitted to the meter without wire. The consumption data shall be collected , stored and analysed by data logger. The data logger should provide data like flow rate, total flow, consumption analyses, reverse flow, meter tampering, daily flow distribution, leakage detection. The data logger shall also send alams on blocked meter, flow rate above limit, pressure below or above limits. (CSR 2021/22, ITEM NO.9, PAGE NO/179)
1
67016
67016.32
code93 - Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1..6, bed concrete 150mm thick with 1..3..6, plastering 12 mm thick with cement mortar 1..4, CC 1..2..4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. (CSR/2021/2022 Vol/V, P.No/187, ITEM NO/T130 B)
8
5574
44593.92
code94 - FHTC Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and supplying and laying of MDPE pipe (PE80) /PN 12.5 manufactured in accordance with ISO 4427 / 1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm /GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. A class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 20mm GI pipe by making U shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on thedistribution main pipe with SS / Brass ferrule of size 1/2 x 3/4 and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non/return valve should be fixed on the connection after the meter point. (All these fixtures should be of standard quality conforming to IS).
75
6569
492744
code95 - Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. (AS PER 2ND CORRIGEDUM FOR VOL.1,2&3 SCHEDULE OF RATES w.e.f 21.04.2022 ITEM NO/1.6.1) For 20 mm Dia MDPE
151.87
415
63105.0224
code96 - Supplying and laying of MDPE pipe (PE80) /PN 12.5 manufactured in accordance with ISO 4427 / 1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm /GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. A class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises. SR Vol.5 Item. No 3592 page no. 31 For 20 mm Dia MDPE pipe grade PE80 6kg/cm2,
1125
106
119700
code97 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications SR Vol.1 Item. no 1.10 page no. 7
151.87
136
20751.5168
code98 - Stand Post Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out,shoring, strutting, barricading, caution lights, re moval of stumps and other deleterious matter, excavated surface lev eled and sides neatly dressed disposing off the excavated stuff or sort ing & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m (PWD SR/2021/2022, Vol 1, P.No/5, I/1.4.1)
3.38
208
704.1216
code99 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite /trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates (PWD SR/2021/2022, Vol 1 P.No/17, I/2.4.2)
4.94
7006
34613.1968
code100 - Providing Thermo/Mechanically Treated bars of grade Fe/500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)(PWD SR/2021/2022, P.No/84, I NO..11.32)
225
103
23184
code101 - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces PWD VOL 3 ITEM NO 8.10 PAGE NO 56
120
95
11424
code102 - Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer/in/charge. (PWD SR/2021/2022, Vol 2, P.No/49, I/8.49)
11.25
336
3780
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