Sewage And Infrastructure Development Corporation Of Goa Limited Tender
View complete overview of Goa SIDCGL Tender
Costs
EMD
₹ 16,88,315Document Cost
₹ 20,000Tender Fee
₹ 6,000
Description
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Contact
Tender Id
2023_SIDCG_9361_1Bid Award Id
ViewTender No
SIDCGL/Admn-7/FNoTn10/281/2324 Ln01Tender Authority
Sewage And Infrastructure Development Corporation Of Goa Limited ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
Earthwork in excavation over areas in saturated soil (exceeding 0.30 m depth up to a depth of 0.60 m) including disposal of excavated earth,upto a lift of 1.5 m & within a lead of 50m to be neatly dressed leveled, as directed by the Departmental Officer. excluding planking, timbering in trenches and dewatering. Extra for earthwork excavated in saturated soil for every 0.30 m. depth or part thereof over 0.60 m. depth. Extra for additional depth of 1.5 m or part thereof in saturated soil .
-
-
-
0.60 to 0.90m
23.22
18715
806
0.90m to 1.20m
23.22
21432
923
1.2m to 1.50m
23.22
24148
1040
1.50m to 1.80m
23.22
28281
1218
1.80m to 2.10m
23.22
30998
1335
2.10m to 2.40m
23.22
33715
1452
2.40m to 2.70m
23.22
36432
1569
2.70m to 3.00m
23.22
39148
1686
3.00m to 3.30m
23.22
43282
1864
3.30m to 3.60m
23.22
45998
1981
3.60m to 3.90m
23.22
48715
2098
3.90m to 4.20m
23.22
51432
2215
4.20m to 4.50m
19.23
44844
2332
4.50m to 4.80m
19.23
48267
2510
4.80m to 5.10m
19.23
50517
2627
5.10m to 5.40m
19.23
52767
2744
5.40m to 5.70m
19.23
55017
2861
5.70m to 6.00m
19.23
57266
2978
6.00m to 6.30m
19.23
60689
3156
6.30m to 6.60m
19.23
62939
3273
6.60m to 6.90m
19.23
65189
3390
6.90m to 7.20m
17.77
62319
3507
7.20m to 7.50m
10.45
37870
3624
7.5m to 7.80m
10.45
39730
3802
7.80m to 8.10m
10.45
40953
3919
8.10m to 8.40m
10.45
42176
4036
8.40m to 8.70m
10.45
43398
4153
8.70m to 9.0m
10.45
44621
4270
9.0m to 9.30m
10.45
46481
4448
9.3m to 9.60m
10.45
47704
4565
9.60m to 9.90m
10.45
48926
4682
9.90m to 10.20m
10.45
50149
4799
10.20m to 10.50m
10.45
51372
4916
10.50m to 10.80m
10.45
53232
5094
10.80m to 11.00m
6.97
36320
5211
Closed planking in trenches including strutting and shoring, packing cavities (wherever required) complete for sewerage works in saturated soil strata.
-
-
-
For works at depth upto 7.50m (Screen Chamber)
157.3
214557
1364
For works at depth upto 4.50m (Valve Chamber)
61.32
73154
1193
Dewatering the trenches and bailing out water including removal of slush, mud etc. for any depth and disposal of pumped mud, water, slush to suitable point not forming circuit of return of pumped water to the very trench, by employing diesel generated pump
649.17
323286
498
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. Screening Chamber and Sump
17.55
38803
2211
Centering & shuttering including strutting propping & removal of forms for:
-
-
-
Foundations, Footings, Bases for columns
24.27
9877
407
Vertical surfaces such as retaing walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like
624.42
299097
479
Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth (Floor Slab)
69.37
36557
527
Providing and laying in position cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded granitic or basaltic stone aggregate 40m nominal size) excluding cost of centering,shuttering and finishing. All works upto plinth level
12.42
82406
6635
Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C., from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineer-in-charge. All works upto floor V level. M-30grade of concrete
146.31
1298354
8874
Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
24298.43
2551335
105
12mm cement plaster 1: 3 (1 cement ; 3 coarse sand) finished with a floating coat of Neat Cement punning Extra for providing and mixing water proofing material proportion recommended by the manufacturers.
265.94
96270
362
18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. Extra for plastering on circular work not exceeding 6m in radius
122.51
51576
421
CI Cover with frame heavy duty of various sizes for Screen Chamber, Valve Chamber and sump
10
350000
35000
Providing and fixing C.I. foot rest having minimum weight 5.3 kgs in manhole with 20x20x10cm cement concrete locks 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) as per standard design.
137
190293
1389
Refilling the pipeline/foundation trenches plinth sides,foundation etc.with available excavated earth in layers not exceeding 20cm depth consolidating each layer ramming and watering lead upto 50m and all lifts and disposal of surplus earth directed by Engineer in charge
258.66
63371
245
Transporting of surplus excavated material. Earth Upto 5.0 Kilometer
390.51
98510
252.26
Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) .
35.7
66651
1867
Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513.
119
75089
631
Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) .
119
2023
17
Providing and laying bituminous macadam with 40-60 TPH hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder to the specified percentage of total mix , transported to site, with all leads laid over a previously prepared surface with sensor paver finisher to the required grade, level and alignment and rolled with smoth wheeled roller and vibratory roller to achieve the desired compaction, including providing antistripping agent @0.5% of bitumen content, as per MoRT&H Specifications Clause 504 Grade-I (40mm nominal size)@ 3.3% of Bitumen-Mix
5.95
55989
9410
Providing and laying 30 mm thick Bituminious/Asphaltic concrete with 40-60 batch type HMP producing an average output of 50 tonnes per hour using crushed aggregates of specified gradings Premixed with bituminious binder at 6.5 % by weight of total mix and filler incl. Providing Antistripping agent.@ 0.50% of bitumen content of, transpoting the hotmix to work site with all leads and applying a tack coat @f 3.75 kg/10sq.m. with hot bitumen of 80/100 and laying with hydrostatic/hydraulic power finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory or tandem rollers to achieve the desired compaction as per MORT&H specifications clause 509 and 503
119
58548
492
Supply of Submersible mono-block pump for sewage application. Pump with duck foot bend / auto coupling, having discharge 443 Cubic meter per hour at head of 17 meters. Power not exceeding 45 KW, 415 Volts, 1475 (+/- 5%) rpm, 50 Hz, 3-Phase, solid passing size above 80mm. Motor insulation class required H. Make of Pump : Xylem/Wilo/WPILGrundfos/ABS/Flygt. Pump With 5 meter cable. Motor efficiency greater than 90%, Overall Effeciency above 70 %.. 60HP Pump Pump Duty Point shall be 443 Cubic meter per hour at head of 17 meters.(Two working in Pit Plus one Standby in Store)
3
14250000
4750000
Flanged Pipes / Sockets / fittings / Joints
-
-
-
Supplying at store or site of work including railway freight, carting,loading and unloading, stacking etc. Stainless Steel 304 Grade ERW Pipes Size NB 200mm x Wall Thickness 10 mm, For Discharge From Pump to Valve Chamber.
36
930240
25840
Supplying at store or site of work including railway freight, carting,loading and unloading, stacking etc. Stainless Steel 304 Grade ERW Pipes Size NB 200mm x Wall Thickness 10 mm, For Discharge From Pump to Valve Chamber.
8
128400
16050
Supplying at store or site of work including railway freight, carting,loading and unloading, stacking etc. Stainless Steel 304 Grade Flanges Size NB 200mm , For Discharge Pipe
36
246600
6850
Making welded flanged joints for SS 304 Pipes and specials with SS 308 quality welding as directed by the engineer incharge.
38
144400
3800
Providing and Fixing SS 304 Bolts, nuts and double Plain Washers of different sizes suitable for Flanges, Bends, and Valves at Discharge line.
1
83400
83400
Providing Chemical / Mechanical type anchor Fasteners in SS 304 material for fixing of Duck Foot Bends, and discharge Pipe holding Brackets
150
75000
500
Providing Rubber gaskets at various joints of Flanges Valves etc.
32
12800
400
Providing Conversion Flange of SS 304 Material at connection of Rising Main and Discharge header of Pumping Station.
1
7850
7850
Supplying at store or site of work including railway freight, carting,loading, unloading, stacking etc. C. I. Sluice valve conforming toIS:14846-2000 and bearing ISI mark double flanged/plain ended withcap. TYPE P.N. 1.6 (Class B) 200 mm NB Size
2
64218
32109
Supplying at store or site of work including railway freight, carting,loading, unloading, stacking etc. C.I. Reflux valve conforming toIS:5312 part-I. Valve double flanged ends without bypass arrangements and drilled to IS:1538 part IV & VI bearing ISI Certificate mark TYPE P.N. 1.6 (Class B). 200 mm NB
2
87342
43671
Providing and fixing of rubber bellows to pump discharge line of 200 mm NB, Including SS 304 Split flanges
2
69000
34500
Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. cast iron Air valve kinetic double orifice type as per fig DK without isolating valve generally , confirming to IS1 4845/2000 (with latest amendments).Low pressure large orifice chamber with vulcanite coated timber ball resting on moulded rubber seating and chamber having C.I. cowl protection High pressure chamber shall have rubber coated timber ball as float, having Float guides ;and LTB or SS orifice nipple. The valve shall be with built in kinetic features isolating sluice valve confirming to IS:14846 mounted in a horizontal position and operated by meter wheel gearing, inlet faced and drilled to IS:1538 Table 4 & 6 . TYPE P.N. 1.0 (Class A) 50 mm
3
108681
36227
Labour charges for , Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves, Bellows and Sluice valves including cost of all labour, and giving satisfactory hydraulic testing, etc. complete. Size 200 mm NB
10
44900
4490
Supply, Installation, Trial at Site and Commissioning of Pump Control Panel suitable for above pumps. Panel shall have a main MCCB, changeover switch for switching from grid to DG, energy meter, Single phase auxiliary supply, dry run protection, overload and single phasing protection, auto power factor controller with capacitor bank. Panel shall be suitable for outdoor application with IP 65 protection. Panel shall also comprise of a level control system to start and stop the pumps at high and low levels respectively. Panel should have acomodate auto power factor controler along with suitable capaciter bank.
1
2478000
2478000
Providing ,erecting Pressure gauge of required range complete with syphone tube,isolating cock suitable for 12 mm dia G.I. Pipe.Pressure gauge shall be installed as directed ,with tapping on rising. 80 mm dia
2
7020
3510
Standard set of tools, one set of safety appliances, metering instruments and spare parts for pump motors, starters fuse switches MCCBs etc. for 2 years maintenance
1
1448500
1448500
Giving satisfactory Test and Trial and operation of all equipments including skilled and unskilled man power on round the clock per day.
1
172000
172000
Providing and erecting of Screen lifting arrangement with suitable chain block or winches mounted on sturdy supports/ I-Beam, in the screen chamber for lifting of screen during maintenance operation. a) At the screen Chamber
1
152500
152500
Supplying standard first aid box with necessaryantiseptic cream,medicine for use on wounds due burn,crepe bandage ,guage bandage medicated ready to use bandage (Band-aid) adhesive tape for medical use ,scissors,anti-septic solution (Savion or similar )etc
1
5150
5150
Stainless Steel 304 Face Wall mounted Sluice Gate Size 800mm(w) x 900mm (h) suitable for 1.33m seating operating water head, 1.63m CL-Pl distance , Manually Operated with indicating arrangement, Flush bottom closure, Rising Spindle type, Platform mounted close top frame.
3
1872825
624275
Fixed type Manual Coarse Bar Screen Suitable fpr channel dimension Channel Width:800mm, Channel Depth:1000mm, Water Depth:700mm, Bar spacing:40mm, Angle inclination:60degree M.O.C:SS304
3
835500
278500
Automation based on PLC/SCADA system having application software, I/O’s spares, power supplies, and other accessories to facilitate remote operation. The ultimate aim of application of automation system to sewage pumping station is to operate the pumps at satellite pumping station from control node remotely & get on-line operational information of pumping station to help in optimization of resources, thus improving overall efficiency of the pumping station.
1
1952500
1952500
Supply of 200 KVA (3-Phase, 4-Wire) Silent Diesel Generating set comprising of: water/coolant cooled diesel Engine Model : 125KVA Mech CPCB-II 1500 RPM coupled to suitable alternator rated at 250 KVA (3-Phase), mounted on sturdy M.S Fabricated base frame complete with fuel tank, battery with leads, Anti-Vibration mounting pads, safety Switch & Solenoids for LLOP & HWT etc. Make: Mahindra / Kirloskar / Cummins / equivalent.
1
1970000
1970000
Additional cable 25 meters for above pump
2
394000
197000
Top support / fixing bracket for Guide Rails.
2
76000
38000
Guide Rails for pump mounting and removal Stainless Steel.
2
203800
101900
Discharge Pipe supporting Brackets and holding supports set for guiding discharge pipe along wet pit height. Four supports considered per pump
2
286000
143000
Supply of Copper Multistrand Unarmoured Flexible Power Cable Of Size 75 Sq mm x 4 Core having stranded copper conductors, PVC/XLPE insulated and sheathed 1.0/1.1KV. In single length. Make: Polycab/Finolex/KEI/L&T/ACPL/RR Cable/KK.
30
55500
1850
JOB WORK FOR Laying of Copper Multistrand power cable through underground pipes. Cable size 75 Sq. mm. x 4Core.
30
6600
220
Supply of SCREENED INSTRUMENTATION CABLE having Copper Stranded conductors of 0.5 Sq. Mm. x 30 Pairs, Unarmoured, Type 2XY(P)/ALT/I/O Scr , confirming to 300/500Volts , XLPE Insulated, Max Rated conductor Temperature 90degrees C , Individual screened and Overall Screened with Aluminium backed mylar tape. Overall Dia of Cable 31 mm +/- 4mm. Make: Polycab/Finolex/KEI/L&T/ACPL/RR Cable/KK.
30
116760
3892
Supply of Junction Box for Power Cables at Valve Chamber of Pumping Station. Junction Box should have provision for incomer cable of size 4C x 75Sq. Mm. and outgoing cable
2
55000
27500
Supply of Junction Box for Control Cable / Instrumentation Cable at Valve Chamber of Davorlim Pumping Station. Junction Box should have provision for one outgoing Cable of Size 0.5sq mm x 30 Pairs and similar incoming cables from various sensors.
1
12500
12500
Supplying at store/ site of work including railway freight, carting, loading, unloading, stacking etc. galvanized mild steel continuous weld tubes conforming to IS 1239 (part I) 1975, with latest amendments screwed at both the ends as per IS : 554 - pipe threads, one and fitted with socket other end with plastic protection ring at random lengths 4 - 7 meters. Nominal Bore Diameter 100 mm
30
55140
1838
Supply of Sluice combined Air Release Valve at Rising main. Suitable for Sewage use. Size 200mm minimum.
2
230000
115000
Installation charges of Pump, electrical pannal screening and pipe work job.
2
1572000
786000
Commissioning including giving trial of pumping station cleaning ips testing and removal/ aianstalation of new pumps etc.
2
214000
107000
Supplying, of HDPE pipes at store or site of work including loading & unloading stacking, transit insurance etc. Complete bearing ISI mark conforming to IS: 14333 - 1996 and made from PE 100 resin Class IV (10 kg/cm2) 450 mm dia
1575
15757875
10005
Jointing of HDPE pipes by heating the two ends of the pipe with electrically heated mirror, to the required temperature, including the hire charges of heating mirror and the generator set for the electricity for the heating mirror etc complete as per the direction of the engineer in- charge. 450 mm dia
264
54384
206
Earthwork in excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed as directed. Oridinary Soil. For lift 0 to 1.5m
172
55556
323
Hard Soil For lift 0 to 1.5m
184.48
77666
421
Hard Soil For lift 1.5 to 3.0m
81.28
38364
472
Refilling the pipeline/foundation trenches plinth sides,foundation etc.with available excavated earth in layers not exceeding 20cm depth consolidating each layer ramming and watering lead upto 50m and all lifts and disposal of surplus earth directed by Engineer in charge
344
84280
245
Sewer Line Installation and Pressure Pipe Installation of HDPE product pipe by HDD method for on grade gravity sewer including preparing and setting up the plant and equipment, preparing new pipe-work material, making of entry & exit pits upto 3 meter depth, installing new pipe-work and commissioning system or making the system ready for commissioning by HDD operating including, all related civil and mechanical works like excavation, shoring/ strutting, etc. drilling, stringing, reaming, and pulling back the new pipe-work on the designed bore path alignment, proper disposal of drilling fluid and back fill of site after completion all inclusive as per lndSTT:101-2018: Code of Practice for Horizontal Directional Drilling Technique Suiting Indian Conditions. Mixed Soil 450 mm dia
1500
28215000
18810
Transporting of surplus excavated material (Pipe Volume Qty) upto radius of 5 km. Earth
0.32
80
252.26
Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) .
51.6
95385
1848.55
Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513.
172
108532
631
Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specifications clause 503. Bitumen 80/100 @ 0.20 kg/sq.m
172
2924
17
providing and laying bituminous macadam with 40-60 TPH hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder to the specified percentage of total mix,transported to site with all leads laid over a previously prepared surface with sensor paver finsiher to the required grade, level and alignment and rolled with smooth wheeled roller and vibratory roller to achieve the desired compaction including providing antistripping agent @ 0.5% of bitumen content , as per MoRT&H specifications clause 504. grade-I(40mm nominal size)@ 3.3% of bitumen-Mix
8.6
80926
9410
Providing and laying 25 mm thick bituminious/Asphaltic concrete with 40-60 batch type HMP producing an average output of 50 tonnes per hour using crushed aggregates of specified gradings premixed with bituminious binder at 6.5% by weight of total mix and filler incl.providing antistripping agent @ 0.50% of bitumen content of transpoting the hotmix to work site with all leads and applying a tack coat @ 3.75 kg/10sq.m with hot bitumen of 80/100 and laying with hydrostatic/hydraulic power finisher with sensor or control to the required grade ,level and alignment, rolling with smooth wheeled vibratory or tandem rollers to achieve the desired compaction as per MORT&H specifications clause 509 and 503. a) Antistripping agent @ 0.5% of bitumen content
172
84624
492
Cutting the bituminous road for laying the pipeline in trenches for a width of 0.6m including labour , tools etc, and disposing the excavated excess material from the trench to a distance of 1000 meters, including making level the trench surface by utilising the serviciable material to the level of the top surface of road, by compacting, watering ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer incharge.
203.25
80690
397
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
9.38
20739
2211
Providing and laying in position cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded granitic or basaltic stone aggregate 40m nominal size) excluding cost of centering,shuttering and finishing. All works upto plinth level
3.13
20767
6635
Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C., from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineer-in-charge. All works upto floor V level. M-30grade of concrete
5.28
46854
8874
Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
3423.23
359439
105
Supply of MS LID cover and frame size. 1500 x 1500 mm with 25mm cover plate.1 no. Frame section: ISA100x100x10 LID cover plate: 25mm thick MOC: MS,IS-2062
5
500000
100000
Earthwork in excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed as directed by Engineer incharge All Kinds of soil. lift upto 1.50 m
47.66
15394
323
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
8.19
18108
2211
Providing and laying in position cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded granitic or basaltic stone aggregate 40m nominal size) excluding cost of centering,shuttering and finishing. All works upto plinth level
7.54
50027
6635
Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C., from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineer-in-charge. All works upto floor V level. M-30grade of concrete
5.48
48629
8874
Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
589.16
61861
105
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of approved make (Min Yeild Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
267.3
49183
184
Steel work welded (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only)in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint.
7
95606
13658
Painting (two or more coats) with synthetic enamel paint of approved brand and manufacture in all shade or new work over and under coat of suitable shade with ordinary paint of approved brand and manufacture to give an even shade
48
7728
161
Providing and fixing colour coated galvulium roofing sheets of 0.5mm thickness including all the accessories (TATA make) but excluding the cost of purlins, rafters, trusses, flashings etc. complete as per the directions of the Engineer in charge.
31.32
21673
692
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
66.6
37409
561.7
Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth leve
2.3
13972
6075
12mm cement plaster 1: 3 (1 cement ; 3 coarse sand) finished with a floating coat of neat cement.
41.88
12312
294
Supply of MS LID cover and frame size. 1200 x 1200 mm with 25mm cover plate.1 no. Frame section: ISA100x100x10 LID cover plate: 25mm thick MOC: MS,IS-2062
1
194400
194400
Centering & shuttering including Strutting, Propping & removal of forms for :
43.42
17671
407
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