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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 Cr+₹5.3 L (2.73%)Admitted-Finance | ₹2.0 Cr+₹5.3 L (2.73%) | L2 | Admitted-Finance |
| 3 | L3₹2.0 Cr+₹6.9 L (3.55%)Admitted-Finance | ₹2.0 Cr+₹6.9 L (3.55%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical VILL DEVARI KALA KARCHHANA PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | - | - | Rejected-Technical Part-I Not Approved |
| Sl No | Description | Qty | Unit | PROFICIENT WORKING ZONE L2 | M/s Mithilesh Kumar L1 | aadom infrastructure pvt ltd L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation in ordinary soil (Loam Clay or Sand) including lift upto 1.5m and lead upto 30m and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of the foundation work. (CSI No. 4.01) | 1,475 | Cu.M | 150 ₹2,21,250 Lowest | 166.5 ₹2,45,587.5 | 172 ₹2,53,700 |
| 2.00 | Add to Earth work item (SI No. 4.01 to 4.03) for every additional 30m lead or part thereof or for every additional 1.5M lift or part thereof. (CSI No. 4.04) | 50 | Cu.M | 10 ₹500 Lowest | 25.17 ₹1,258.5 | 26 ₹1,300 |
| 3.00 | Local sand filling in plinth including supply of necessary quantity of local sand from outside the UPPTCL premises including watering, dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of work. (CSI No. 4.05) | 20 | Cu.M | 12 ₹240 Lowest | 1,077.38 ₹21,547.6 | 1,113 ₹22,260 |
| 4.00 | Clearing jungle including uprooting of rank vegetations,grass, bush, wood, trees and saplings of girth upto 30cm measured at a height of 1.0m above ground level and removal of rubbish upto a distance of 50m outside the periphery of UPPTCL area cleared. (CSI No. 4.08) | 500 | SqM | 5 ₹2,500 Lowest | 6.78 ₹3,390 | 7 ₹3,500 |
| 5.00 | Earth filling under floors and/or sub station area including cost of earth when obtained from outside UPPTCL area including its roylty and carriage including watering, ramming in 20 cm layers and dressing of earth etc. all complete. (CSI 4.10) | 50 | Cu.M | 414 ₹20,700 | 400.75 ₹20,037.5 Lowest | 414 ₹20,700 |
| 6.00 | Concrete with 4cm gauge stone ballast, coarse sand (F.M. 1.8 to 2.5) & cement in proportion of 12:6:1 in foundations &under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI No. 5.02) | 46 | Cu.M | 5,000 ₹2,30,000 Lowest | 5,063.61 ₹2,32,926.06 | 5,231 ₹2,40,626 |
| 7.00 | Concrete with 4cm gauge stone ballast, coarse sand (F.M1.8 to 2.5) and cement in proportion of 8:4:1 in foundation & under floors including supply of all materials, labour & T&P etc. complete. (CSI no. 5.04a) | 30 | Cu.M | 5,500 ₹1,65,000 | 5,421.77 ₹1,62,653.1 Lowest | 5,601 ₹1,68,030 |
| 8.00 | Concreting of 40 mm thick RCC trench covers in mild steel frame work with RCC 1:1.5:3 in Cement,Chopan coarse sand (F.M. 1.8 to 2.5) and 2cm gauge graded hard stone ballast with 3mm thick floating coat of neat cement finish on top of cover complete with all labour, materials and placing the same in proper position at required location of cable trench within the substation area. (CSI No. 5.18) | 480 | SqM | 342 ₹1,64,160 | 331.06 ₹1,58,908.8 Lowest | 342 ₹1,64,160 |
| 9.00 | Cement concrete with 2cm gauge approved hard stone ballast, coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 3:1.5:1. including supply of all materials, labour,side shuttering if required and T&P etc. required for proper completion of work (CSI No. 5.21) | 91 | Cu.M | 7,330 ₹6,67,030 | 7,096.41 ₹6,45,773.31 Lowest | 7,331 ₹6,67,121 |
| 10.00 | RCC work with cement approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3 in lintels of doors and windows, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. (CSI No. 5.23) | 5 | Cu.M | 8,475 ₹42,375 | 8,207.67 ₹41,038.35 Lowest | 8,479 ₹42,395 |
Tender Value
₹2.0 Cr
EMD Value
₹4 L
Closing Date
28 Jun 2022, 2:00 pmClosed
SE (Civil)
57 George town prg
Construction of Remaining civil works in Switchyard
2022_UPCTL_708118_1
20/ECTC,PRG/2022-23 (V S)
Open Tender
Civil Works
Percentage
120 days
Prayagraj
Refer to tender documents
2 documents required · 2 mandatory
₹11,800
PNB A/c No. 8832005900000016 IFSC PUNB0883200
₹4 L
20 Jul 2022
21 Jun 2022
29 Jun 2022
21 Jun 2022
28 Jun 2022
21 Jun 2022
Amount
Excavation in foundation in ordinary soil (Loam Clay or Sand) including lift upto 1.5m and lead upto 30m and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of the foundation work. (CSI No. 4.01)
Add to Earth work item (SI No. 4.01 to 4.03) for every additional 30m lead or part thereof or for every additional 1.5M lift or part thereof. (CSI No. 4.04)
Local sand filling in plinth including supply of necessary quantity of local sand from outside the UPPTCL premises including watering, dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of work. (CSI No. 4.05)
Clearing jungle including uprooting of rank vegetations,grass, bush, wood, trees and saplings of girth upto 30cm measured at a height of 1.0m above ground level and removal of rubbish upto a distance of 50m outside the periphery of UPPTCL area cleared. (CSI No. 4.08)
Earth filling under floors and/or sub station area including cost of earth when obtained from outside UPPTCL area including its roylty and carriage including watering, ramming in 20 cm layers and dressing of earth etc. all complete. (CSI 4.10)
Concrete with 4cm gauge stone ballast, coarse sand (F.M. 1.8 to 2.5) & cement in proportion of 12:6:1 in foundations &under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI No. 5.02)
Concrete with 4cm gauge stone ballast, coarse sand (F.M1.8 to 2.5) and cement in proportion of 8:4:1 in foundation & under floors including supply of all materials, labour & T&P etc. complete. (CSI no. 5.04a)
Concreting of 40 mm thick RCC trench covers in mild steel frame work with RCC 1:1.5:3 in Cement,Chopan coarse sand (F.M. 1.8 to 2.5) and 2cm gauge graded hard stone ballast with 3mm thick floating coat of neat cement finish on top of cover complete with all labour, materials and placing the same in proper position at required location of cable trench within the substation area. (CSI No. 5.18)
Cement concrete with 2cm gauge approved hard stone ballast, coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 3:1.5:1. including supply of all materials, labour,side shuttering if required and T&P etc. required for proper completion of work (CSI No. 5.21)
RCC work with cement approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3 in lintels of doors and windows, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. (CSI No. 5.23)
Same as CSI No. 5.23 but for RCC slab. (CSI No. 5.24)
Same as CSI No. 5.23 but for lighter beams i.e. having span upto 6m(CSI No. 5.25)
Same as CSI No. 5.23 but for RCC raft foundation and footings. (CSI No. 5.27)
Same as CSI No. 5.23 but for RCC pile caping, gantry walls/column foundations and RCC pedestals. (CSI No. 5.28)
Same as CSI No. 5.23 but for RCC T beam-slab and column. (CSI No. 5.29)
Supplying and filling 75 mm to 115 mm size bolders in chilling tank complete including supply of all materials, labour and tools and plants etc. required for proper completion.(Voides 30 % shall be deducted during measurement). (CSI No. 5.30)
First class brick (class-150) work in 1:6 cement and coarse sand (F.M. 1.8 to 2.5) mortar in foundation and plinth including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI No. 6.01)
First class brick work in 1:6 cement and coarse sand(F.M. 1.8 to 2.5) mortar in super structure for walls of one brick thickness including supply of all materials, labour & T&P etc. required for proper completion of work .( CSI 6.01+6.07+6.08)
First class brick (class-150) work in 1:4 cement and coarse sand (F.M. 1.8 to 2.5) mortar in foundation and plinth including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI No. 6.03)
First class brick (class-150) work in 1:4 cement and coarse sand (F.M. 1.8 to 2.5)mortar in superstructure including necessary cutting & moulding of bricks as required for one brick thick wall including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI 6.03+6.07+6.08)
First class brick (class-150) work in 1:4 cement and coarse sand (F.M. 1.8 to 2.5) mortar in superstructure including necessary cutting & moulding of bricks as required for half brick (115mm) thickness wall including supply of all materials, labour & T&P etc. required for proper completion of work (CSI 6.03+6.07+6.09)
P/F fully Anodized aluminium fixed glazing with HINDALCO or equivalent extruded standard sections14gauge(2.41mm thick) of various cross sections and joints mitred and jointed as shown in drawing including P/f 5.5mm thick toughened glass with Neoprene beading & aluminium glazing clips all around. The minimum thickness of anodizing on all aluminium sections should be 20 microns with a(+)2 microns tolerance. The rate should include the cost of fixing the aluminum frame on Teak wood frame or finished wall (RB/RCC/Masonry) surface by means of 80 mm long approved counter sunk screws provided at 500 mm c/c or part there of starting from 100 mm above the bottom in vertical member and 100 mm from both the ends of horizontal top and bottom member excluding cost of Teak frame but including cost of all other material, labour, tools & plants etc. complete. (CSI No. 8.52)
P/F fully Anodized aluminium openable window portion with HINDALCO or equivalent extruded standard sections14gauge (2.41mm thick) of various cross sections and joints mitred and jointed as shown in drawing including providing & fixing 5.5 mm thick toughened glass with Neoprene beading & aluminium glazing clips all around. The minimum thickness of anodizing on all aluminium sections should be 20 microns with a (+) 2 microns tolerance . The rate should include the cost of fixing the aluminum frame on Teak wood frame or finished wall (RB/RCC/ Masonry) surface by means of 80mm long approved counter sunkscrews provided at 500 mm c/c or part there of starting from 100 mm above the bottom in vertical member and 100 mm from both the ends of horizontal top and bottom member excluding cost of Teak frame but including cost of all other material, labour, tools & plants etc. complete. (CSI No. 8.53)
Mild Steel or Iron work in heavy sizes such as trusses built up gates, door frames, record, racks roof work gates etc. wrought to required form including holes rivetting or welding where necessary and also fixing in proper position and alignment including cost of all materials supplied by contractor. (CSI No. 9.01)
TMT/Tor steel in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work & including supply of steel its wastage, bend, hooks and authorized overlapping shall be measured. (Steel shall be arranged by the contractor)(CSI No. 9.03)
Supplying and fixing rolling shutters of approved make made of 80x1.25 mm. Gauge cold rolled M.S. lathes inter locked through out their inner length and joined together at the end by end lock guides & arrangements for inside and outside locking with push &pull operation complete but excluding the cost of top cover and springs. CSI No. 9.08)
P/F 27.5cm. long wire spring grades 2 for rolling shutters.(CSI No. 9.09)
P/F top cover rolling shutters. (CSI No. 9.10)
P/F ball bearing for rolling shutters. (CSI No. 9.11)
Supply of 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mm long with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work.(CSI No. 9.14)
F/grouting 25 mm dia M.S. Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour T&P etc. reqd. for proper completion of the work. (labour rates only) . (CSI No. 9.15)
P/F steel glazed window and ventilators of standard rolled Mann or Mahavir steel sections conforming to IS 7452-1974 as per drawing joints metered & welded with 100x14x3.15 mm holdfast embedded in cement concrete block 15x10x10 cm. Size of 1:3:6 proportion I.E. First part of cement 3 part of approved coarse sand & 6 part of graded stone (aggregated 20mm. Nominal size) S/F of glass panes of plain pin headed 4mm. Thick nuts glazing clips and special putty of approved make complete and including a cost of red oxide paint. The fabrication should conform to I.S.1038-1975. (Aluminum beading with rubber packing included). (CSI No. 9.17)
Providing M.S. Frames work, rack etc for R.C.C. Trench covers and edging with M.S. angles and M.S reinforcement including cutting, bending and welding as per approved drawing. The rate is including cost of all labour, materials etc. as required for proper completion of the work. (CSI No. 9.20)
S/F 50x50mm, 8 gauge G.I. chain link fencing 1.8 M high including fixing to vertical posts, horizontal runners with 10mm dia. 40mm long bolts, nuts and washers complete with all material, labour and T&P etc. required for proper completion of work. Chain link of 8 gauge shall be galvanized by hot dipped method as per relevant IS Code. (Excluding cost of vertical posts and horizontal runners) (CSI No. 9.23)
Grouting of vertical or inclined post of pale/chain/security fencing in true level, alignment and in plumb or inclination as required, including cost of all labour, materials and T&P required for proper completion of work. ( Post & concrete for grouting shall be measured separately) (CSI No9.28)
Fixing and grouting of trench edging in proper level and alignment including cost of all labour, and T&P etc. required for proper completion of the work but excluding cost of C.C. (labour rates only) . (CSI No. 9.30)
Fixing of template in position level and alignment for grouting of Anchor bolt in auxiliary structure. (labour rate only). (CSI No. 9.32)
Fixing of cable trench racks in proper position and alignment including cost of all labour, material and T&Petc. required for proper completion of the work (Labour rate only).(CSI No. 9.33)
P/F 1 mm.thick M.S. sheet garrage door with frame of 40x40x6mm angle iron, diagonal bracings with 50x5 mm flat and 5 mm thick M.S. gusset plates at the junctions and corners including supply and fixing of necessary fitting, 2 no lock rail of 16 dia,375 mm long and including pintel hooks at the top and bottom, applying a priming coat of red oxide paint on all sides complete . (CSI No. 9.34)
Supply and laying water proof craft paper in double layer with grease. including supply of all materials, labour and T&P etc. required for proper completion of the work.(CSI No. 10.09)
Supply and fixing 50 mm dia 150 mm long G.I. pipe in chhajja as spout including supply of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 10.10)
12 mm thick plaster with cement mortar consisting of one part of cement & four part of coarse sand (1:4), minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work. (CSI No. 11.07)
12 mm thick plaster with cement mortar consisting of one part of cement & six part of coarse sand(1:6),minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work. (CSI No. 11.09)
2 cm. thick cement plaster in dado or skirting in 1:2 consisting of one part of cement and two parts of approved coarse sand laid in panels finished with 3mm.floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials, labour & T&P etc. required for proper completion of the work. (CSI No.11.13)
S/mixing approved water proofing compound (CICO,DR FIXIT etc) in cement mortar in plaster or concrete work in the proportion as recommended by the manufacturer. (CSI No. 11.15)
Providing(12x15)mm sectiongroove in plaster including all material,labour & T&P etc. required for proper completion of the work. (CSI No. 11.16)
6 mm. thick plaster with 1:3 cement & coarse sand including labour, materials & T&P etc. required for proper completion of the work.(CSI No. 11.17)
Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. (CSI No.11.18)
Making drip course (25x12) mm in 1:2 cement and course sand including supply of all materials, labour and T&P etc required for proper completion of work.(CSI No. 11.19)
3 mm thick floating coat of neat cement finish including supply of all materials,labour and T&P etc. required for proper completion of the work.( cement consumtion 0.044 bag/Sq.m.) (CSI No. 11.20)
2.5 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. (CSI No. 12.02)
4.0 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC. (CSI No. 12.04)
P/F glass strips of 3.15 mm thickness & 25mm depth in joints of floor and skirting at the time of laying floors, flush with floor level including supply of all materials, labour& T&P etc. complete required for proper completion of work. (CSI No. 12.13)
P/F glass strips of 3.15 mm thickness & 40mm depth in joints of floor and skirting at the time of laying floors, flush with floor level including supply of all materials, labour& T&P etc. complete required for proper completion of work. (CSI No. 12.14)
Painting or varnishing new iron work in small areas or new wood work with one coat of ready mixed priming paint and one coat of approved superior quality ready mix paint "Luxol" or equivalent brand or varnish including supply of all materials, labour and T&P etc. required for proper completion of the work. Paint to be used should conform to the I.S. 103-1950. (CSI No. 13.01)
Same as CSI No. 13.01 above but for every coat after first coat.(CSI No. 13.02)
Applying Birla or equivalent putty on new interior or exterior surface over one coat of water based cement primer of ICI or equivalent brand for smoothening and levelling of the surface as per requirement and direction of Engineer I/C including cost of all material, labour, T&P etc required for proper completion of work. (CSI No. 13.20)
Painting one coat with APEX or equivalent brand weather coat paint on new wall surfaces (well prepared with Birla putty and one coat of primer ICI or equivalent which shall be paid separately) including thorough washing with water including cost of all materials, labour, T&P required for proper completion of work. (CSI No. 13.22)
Same as CSI No. 13.22 above but for every coat of additional APEX or equivalent brand weather coat paint . (CSI No. 13.23)
Painting one coat with Acrylic emulsion paint of Berger/ Asian/ ICI or equivalent paint (Paint and water in the ratio 1:1 by volume) over prepared and primed surface of cement concrete, cement plaster and bricks including all labour, material and T&P etc required for proper completion of the work, (preparation of base with Birla putty etc. and a coating of primer shall be paid extra) . (CSI No. 13.25)
Same as CSI No. 13.25 but for each additional coat of paint to give an even shade. (CSI No. 13.26).
Painting letters & number over cable trench cover or other places with the help of stencils including painting of base of 150 mm. dia of 1coat of primer and 2 coats of superior quality synthetic enamel paint size of letter to be 60 mm. x 10 mm. including cost of all materials labour and T&P etc. required for proper completion of the work including placing of Trench covers in required position (CSI No. 13.28)
Developing the tubewell by the air compressor having a capacity of 8.5 CuM or by the borehole pumping set having the capacity of 0.7 CuM/sec as per direction of Engineer I/C. (CSI No. 19.01)
Drilling 300 mm bore from G.L. to 120 m B.G.L., work to be completed as per direction of Engineer I/C . (CSI No. 19.04e) From G.L. to 90 M B.G.L. (CSI No. 19.04e i)
From 90 M B.G.L.to 120 M B.G.L(CSI 19.04e ii)
Lowering of tube well assembly alongwith shrouding with pea gravels, testing, verticality of Tube well and washing of the tube well from G.L. to 180 Meter B.G.L. the cost including all labour, materials, T&P required for proper completion of work but excluding the cost of slotted pipe/ plain M.S/PVC.pipe assembly and Pea gravel. (CSI No. 19.05) From G.L. to 90 M B.G.L.(CSI19.05 i)
From 90 M B.G.L.to 120 M B.G.L(CSI 19.05 ii)
Supply of 150 mm dia M.S.plain pipe 4.8mm thick for making tubewell assembly and cartage to boring site, the pipes shall be of TATA/ Jindal or approved make including cost of all labour, materials and T&P required for making assembly and proper completion of work(CSI 19.06 v)
Supply of 100 mm dia M.S.plain pipe 4.5mm thick for making tubewell assembly and cartage to boring site, the pipes shall be of TATA/Jindal or approved make including cost of all labour, materials and T&P required for making assembly and proper completion of work(CSI 19.06 vi)
Supply of 100mm dia M.S.slotted pipe 4.5mm thick for making tubewell assembly and cartage to boring site, the pipes shall be of TATA/ Jindal or approved make including cost of all labour, materials and T&P required for making assembly and proper completion of work(CSI 19.07 iv)
Development of tubewell by O.P. Unit (5 HP to 10 HP submersible pump set), including bringing Column pipe for the OP unit, assembling, electric connections, running for required period, dismentling and taking out & carrying away and cleaning the site with cost of all labour, materials, T&P and fuel / Electricity Charges etc required for proper completion of work and as per direction of Engineer-in-charge. (CSI No. 19.14)
Supply and fixing of 100 mm dia M.S. bail plug of heavy quality including all labour material & T&P .(CSI 19.17d)
Supply and fixing of 150mm dia MS top plug of heavy quality including all labour material & T&P. .(CSI 19.18e)
Supply and fixing of 40mm dia G.I. ("B" class ) column pipes JTC/ JINDAL make with column coupling socket as required for proper completion of work including all labour material & T&P. (CSI 19.22c)
Supply and fixing support clamps for 40mm dia column pipes made out of MS flats, pairs of bolt-nuts etc complete with all material, labour, T&P. (CSI 19.24d)
Supply and stacking pee gravel properly at levelled ground for measurement as directed by Engineer I/C, including all labour, T&P required for proper completion of work. (CSI No. 19.25)
Transportation and installation of tube well drilling Rig m/c, compressure for development and other required equipments and accessories at site of work and dismentlling & taking them back after successful completion of the work including cleaning, levelling - dressing the site properly, also disposing off the surplus earth, silt, sand etc. (CSI No. 19.28)
Supply and installation of 5H.P. Kirloskar or equivalent make single stage, horizontal, self priming,three phase dewatering pumpset of specification Head 14/16 M, Discharge 13.6/10 LPS, solid handle size 15.5 mm, suction 80 mm, delivery 80 mm, RPM 1500 including cost of 80 mm dia G.I. pipe for suction (3M) and delivery (4.5 M). (CSI No. 19.29)
Supply and installation of electrical control panel of L&T /Havells or equivalent make for single phase submersible pumpset containing contract or relay condenser for pump up to 1.5 / 2 H.P.(CSI No.19.31b)
Supply & installation of electrical control panel of L&T or Havells or equivalent make for submersible pumpset/ pumpset containing contract or relay condenser for 5 H.P pump set three phase(CSI 19.31d)
Supply & Installation of submersible pump of 3 HP outlet 50mm dia. or more, Head 89/45, Discharge 6000/14000 LPH of K.S.B/ CALAMA. or eqt. make including cost of labour, T&P and material required for completion of work. (CSI 19.32c)
Supply and fixing of submersible cable 2.5 mm2 for pump above 1 HP and up to 3 HP Havels or equivalent make, for submersible pump complete in all respect. (CSI 19.33b)
Supply & fixing of steel wire rope for submersible pump including cost of labour, T&P and material required for completion of work.(CSI No. 19.34)
Placing of trench cover of all size in proper position including transportation from different places within the S/S area including all labour, T&P etc. required for proper completion of the work as per direction of Engineer - in - charge. (CSI No. 20.11)
Providing and fixing 15 mm dia B-class Jindal,JTC, ISI marked G.I. pipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete.(CSI No. 26.01a)
Same as CSI No. 26.01a but for 20 mm dia GI pipe .(CSI 26.01b)
Providing and fixing 25 mm dia B-class Jindal,JTC, ISI marked G.I. pipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes external GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete.(CSI No. 26.02c)
Same as CSI No. 26.02c but for 32 mm dia GI pipe .(CSI 26.02d)
Same as CSI No. 26.02c but for 40 mm dia GI pipe.(CSI 26.02e)
Same as CSI No. 26.02c but for 50 mm dia GI pipe (CSI 26.02f)
Same as CSI No. 26.02c but for 65 mm dia GI pipe (CSI 26.02g)
Same as CSI No. 26.02c but for 80 mm dia GI pipe. (CSI 26.02h)
Making water connection of GI pipe line with GI Mains ( 25 mm to 100 mm ) dia. by providing and fixing Ferrule (25 mm dia) GI union and nipple including cutting and threading the pipe, inspection, testing, cutting and making good the road, executing bond with Nagar maha palika, fixing of pipe line upto the points near the building complete work including supply of all materials, labour and T&P etc. required for proper completion of work. (CSI No. 26.03)
Providing and fixing full way 15mm dia G.M. gate valve with wheel, ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work.(CSI No. 26.04a)
Same as CSI No. 26.04a but for 20 mm dia Gate valve.(CSI 26.04b)
Same as CSI No. 26.04a but for 25 mm dia Gate valve.(CSI 26.04c)
Same as CSI No. 26.04a but for 32 mm dia Gate valve.(CSI 26.04d)
Same as CSI No. 26.04a but for 40 mm dia Gate valve.(CSI 26.04e)
Same as CSI No. 26.04a but for 50 mm dia Gate valve.(CSI 26.04f)
Same as CSI No. 26.04a but for 65 mm dia Gate valve.(CSI 26.04g)
Providing and fixing SLUICE VALVE, CI 80 mm dia. WITH Wheel. ISS:780 & ISS: 2906 class - I, 'MEC' make, ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (CSI No. 26.11a)
SLUICE VALVE CI 100 mm dia. WITH Wheel. ISS:780 & ISS: 2906 class - I, 'MEC' make, ISI marked(CSI No. 26.11b)
Supply and Installation of 2.0 ton split AC (HITACHI OR EQUIVALENT) (minimum 3 star copper conductor) including condencing pipe, wall bracket for fixing of out door unit, power cable, drain pipe etc. inlcuidng supply of all material labour T&P as required for completion of the works. (NSI approved)
Supply and Installation of 2.0 ton window AC (VOLTAS OR EQUIVALENT) (minimum 2 star copper conductor) with 5 star KVA stabilizer (V-Guard or equivalent) including condencing pipe, wall bracket for fixing of unit, power cable, drain pipe etc. inlcuidng supply of all material labour T&P as required for completion of the works. (NSI approved)
Wiring point for light with 1.5 sq. mm FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall, complete with 14 SWG copper earth continuity wire, GP Box, piano type switch and ceiling rose/angle/batten holder on 3mm thick phenolic laminated backelite sheet etc,complete in all respects,as directed,including maching colour wash.(PWD ELESCH.2018,131C)
Same as CSI No. 131C but for 2 way(PWD ELE. SCH.2018, 132C)
Same as CSI No. 131C but for fan / fresh air fan (light duty exhaust fan).(PWD EL. SH.2018,133C)
Same as CSI No. 131C but for plug.(PWD ELE. SCH.2018,134C)
Supply and fixing and concealing of 25mm dia 2 mm thick PVC conduit pipe with ISI marked embossed and with PVC accessories confirming to IS 3419 for drawing wires duly sealed at joints with original resin/adhesive to make the complete piping rigid, plastering with cement sand mortor finished to the level with matching colour wash including supply of all materials, labour and T&P etc.required for proper completion of the work.(PWD ELE. SCH.2018,149A)
Supply and fixing of 2/3/4 ways round steel junction box confirming to ISS for 25mm dia 16 guage (1.5mm) thick pvc conduit concealed in wall, keeping its level upto plaster duly provided with proper size cover screwed as directed at site by Engineer-in-charge with supply of all material, labour & T&P etc. required for proper completion of work. (PWD ELE. SCH.2018,155A)
S/F of switch box 100x100x50 mm size of approved make made up of 1.0mm thick ISI Marked GP Sheet all 4 corners folded & spot welded for screw&holesplugged with pvc Nylon caps.Two or more holes for pipe entryof 25.4 mm on upper and lower size of the box.Holes should be semi-shuttered type fitted with heavy brass earth pillar duly screwed and brand name should be embossed.Box flushed in wall including cutting of brick work, fixing it to the level with cement sand mortar including matching colour wash with s/o all materials, labour and T&P required for proper completion of work as directed at site by the E/I. (PWD ELE. SCH.2018,159)
Supply and wiring of submains with 2 nos. 2.5 sq.mm & with 1 no earth wire of 1.5 sq.mm FR PVC insulated 1100V grade insulated multistrand single core copper conductor cable in existing PVC conduit pipe complete, including supply of all materials, labour and T&P etc.required for proper completion of the work . (PWD ELE. SCH.2018,291)
Supply and wiring of submains with 2 nos. 4 sq.mm & with 1 no earth wire of 2.5 sq.mm FR PVC insulated 1100V grade insulated multistrand single core copper conductor cable in existing PVC conduit pipe complete, including supply of all materials, labour and T&P etc.required for proper completion of the work. (PWD ELE. SCH.2018,291A)
S/ burying of 600 x 600 x 3 mm copper plate vertically for earthing with its top at least 3 mtr. below ground level complete with 20 mm dia G.I. Pipe and funnel for watering and one earthing lead of one no. 8 to 10 S.W.G. copper wire in 15 mm dia G.I. pipe upto switch board (from apron to switch board the cost of G.I. Pipe and copper wire will be extra) 30 cm sq. C.I. frame with hinged cover masonary housing alternate layer of charcoal /coke & salt at least 150 mm thick alround etc.complete in all respects. (PWD ELE. SCH.2018,704)
S/F of 0.5 to 5.0 Amp. SP MCB of approved make including making connections etc.complete all respect. (PWD ELE. SCH.2018,1001) CAT A
S/F of 6 to 32 Amp. MCB of approved make and as per sample approved by E/I (10KA)(PWD ELE. SCH.2018,1002) CAT A
S/F Bajaj Make LED Tubelight 4'' length incld. All labour' T& P for proper comletion of work.(NSI)
Filling of 20 mm wide 100/150 mm deep joint(CSI 18.14)
Providing and laying 300 mm dia non-pressure NP3 class RCC pipes with collars with stiff mixture of cement mortar in the proportion 1:2 (1-Cement, 2-Coarse sand) including testing of joints including cost of all material, labour, T&P etc. required for proper completion of the work. (CSI No. 18.16b)
Spreading of of granular sub base (GSB ) by providing well graded material spreading inuniform layers with motor grader on prepared surface; mixing bymix in place method with rotavator at OMC and compacting with smooth wheel roller to achievethe desired density complete as perthe direction of engineer in charge (taking output 300 cum) csi 18.17
Providing and laying of 16 mm thick granite ( black/ brown) in flooring or skirting ,of approved shade, colour,size and pattern , laid over base cement mortar 1:4 mix including finishing the joints with white cement mixed with pigment to match the shade of granite floor including cost of all material, labour and T&P required for proper completion of the work, as per direction of Engineer incharge. (CSI No.12.20)
PROFICIENT WORKING ZONE
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