Development Of Necessary Infrastructure In 42 Acres Of Land With Survey No 41 To 63 And 173, 276 To 281 Of Uppal Bhagayat (V) At Nagole - Development Of 12.73 Acres, Medchal-Malkajgiri-Telangana

TDR : 22955135

Tender Notice
BOQ

Expired

Medchal-Malkajgiri , Telangana

Tender Brief : Development Of Necessary Infrastructure In 42 Acres Of Land With Survey No 41 To 63 And 173, 276 To 281 Of Uppal Bhagayat (V) At Nagole - Development Of 12.73 Acres

Document Fees
Refer document

EMD
₹ 533398.0 /-

Tender Value
₹ 5.33 Crore /-

Submission Date
31-12-2019

Competition Type
Indian

Bidding Type
Tender

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S.No	Subwork Name	Specification Number	Quantity	UOM	Rate(INR)	Amount(INR)
1	Development work	As per data	50.00	One Running Met	2257.80	112890.00
Manufacture, supply, & delivery of HDPE pipes conforming to IS 4984 - 1995 including transportation to any where in A.P, Including all taxs, specials, Laying & Jointing etc., complete to finished item of work. (HDPE Pipe of 280mm Dia 6 KSC Pipe)
2	Development work	As per data	60.00	One Square MEtr	187.79	11267.40
12mm thick plastering in C.M (1:3) prop. to the kerb
3	Development work	As per data	8.47	One Cubic Metre	5672.40	48045.23
Plain / Reinforced Cement Concrete M-15 Grade in Open Foundation complete as per Drawing and Technical Specifications.
4	Development work	As per data	25.00	One Cubic Metre	1316.15	32903.75
RBR-FNDN-2 : Sand Filling in Foundation Trenches as per Drawing & Technical Specification 304
5	Development work	As per data	25.00	One Cubic Metre	1846.30	46157.50
Filling in Foundation Trenches with 20mm Size HBG Metal as per Drawing & Technical Specification 304
6	Development work	As per data	25.00	One Cubic Metre	1327.90	33197.50
Filling in Foundation Trenches with 40mm Size HBG Metal as per Drawing & Technical Specification 304
7	Development work	As per data	25.00	One Cubic Metre	644.70	16117.50
Filling in Foundation Trenches with Boulders as per Drawing & Technical Specification 304
8	Development work	As per data	100.00	One Cubic Metre	257.65	25765.00
RBR-FNDN-1: Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
9	Development work	As per data	13.12	One Cubic Metre	57.80	758.62
Carting of excavated Rock 5 km lead including loading and unloading charges complete as per specifications over initial lead
10	Development work	As per data	249.38	One Cubic Metre	57.80	14413.88
Carting away the surplus excavated earth from the work site with a lead of 5.0 km beyond initial lead including loading, unloading and conveyance but excluding stacking charges etc., complete for roads 1 cum
11	Development work	As per data	12500.00	One Kilogram	106.85	1335625.00
Supply and erection of Mild Steel Tubes etc including cost of conveyance, loading & unloading,Labour charges for fabricating steel works l including cost of welding rods, power charges, including cost of fixing in position complete finished item of work
12	Development work	As per data	337.50	One Cubic Metre	5240.54	1768682.25
CRS 2nd Sort in 1:4 cement mortar Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 MORD and 1405 MORTH.
13	Development work	As per data	225.00	One Cubic Metre	4889.32	1100097.00
RR Masonry in cement mortar 1:4 Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 MORD and 1405 MORTH.
14	Development work	As per data	37.50	One Cubic Metre	4992.98	187236.75
Providing concrete for plain concrete M10 in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.
15	Development work	As per data	13.12	One Cubic Metre	979.46	12850.52
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tuppers and disposal with initial lift of 3 mts and lead up to 1000 meters, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per technical specification clause 302.3.5 MORD / 301 MORTH
16	Development work	As per data	249.38	One Cubic Metre	109.46	27296.59
Earth work in excavation of foundation of structures Ordinary Soils - Mechanical Means as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
17	Development work	As per data	463.64	One Cubic Metre	57.80	26798.39
Carting away the surplus excavated Rock from the work site with a lead of 5 km beyond initial lead including loading, unloading and conveyance but excluding stacking charges etc., complete for roads 1 cum (Including Ghat Allowence)
18	Development work	As per data	94.08	One Cubic Metre	36.58	3441.45
Refilling with the excavated soils (other than sand) complying with the standard specification for filling including watering and tamping etc
19	Development work	As per data	10.38	One Square Metr	1161.20	12053.26
Supply & Fixing of high performance expansion joint filler board conforming to M.O.S.T \"Silflex\" Capcell HD-100 - 25 mm THICK (TBSC-Q.VIII-03)
20	Development work	As per data	87.85	One Running Met	322.20	28305.27
Providing weep holes in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
21	Development work	As per data	22166.00	One Kilogram	59.78	1325083.48
Supplying, fitting and placing HYSD (Fe-415) bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.
22	Development work	As per data	40.14	One Cubic Metre	5272.85	211652.20
Providing concrete for Reinforced Cement concrete M25 Grade in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH - For Top Slab
23	Development work	As per data	5.65	One Cubic Metre	5272.85	29791.60
Providing concrete for Reinforced Cement concrete M25 Grade in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH - c. Hunches
24	Development work	As per data	87.81	One Cubic Metre	5272.85	463008.96
Providing concrete for Reinforced Cement concrete M25 Grade in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH - b. Walls
25	Development work	As per data	60.21	One Cubic Metre	5272.85	317478.30
Providing concrete for Reinforced Cement concrete M25 Grade in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH - a. Base Slab
26	Development work	As per data	67.74	One Cubic Metre	5134.53	347813.06
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.
27	Development work	As per data	29.35	One Cubic Metre	861.57	25287.08
Earth work in excavation of foundation Hard Rock ( requiring blasting ) for structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
28	Development work	As per data	88.06	One Cubic Metre	137.76	12131.15
Earth work in excavation of foundation of structures Ordinary Rock - Mechanical Means as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
29	Development work	As per data	469.66	One Cubic Metre	109.46	51408.98
Earth work in excavation of foundation of structures Ordinary Soils - Mechanical Means as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
30	Development work	As per data	698.73	One Cubic Metre	57.80	40386.59
Carting of excavated Rock 5.0 km lead including loading and unloading charges complete as per specifications over initial lead
31	Development work	As per data	558.98	One Cubic Metre	57.80	32309.04
Carting away the surplus excavated earth from the work site with a lead of 5.0 km beyond initial lead including loading, unloading and conveyance but excluding stacking charges etc., complete for roads 1 cum
32	Development work	As per data	2235.92	One Cubic Metre	101.61	227191.83
Construction of embankment with approved materials deposited at site from drain and foundation of other structures graded and compacted to meet requirement of table 300-2
33	Development work	As per data	892.71	One Cubic Metre	287.92	257029.06
Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD / 305 MORTH
34	Development work	As per data	3128.63	One Cubic Metre	36.58	114445.29
BLD-CSTN-2-9 (17); Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
35	Development work	As per data	278.00	Each	3590.01	998022.78
Construction of additional man hole 0.100 m depth of 1.50 m (circular) internal size with cement bricks in CM 1:4 prop including of internal plastering 20mm thick in CM 1:3 and external plastering 12mm thick in CM 1:3 with fine rendering including fixing of 1 No encapsulated plastic steps including the cost and conveyance of all materials at site complete and curing for 21 days complete all
36	Development work	As per data	22.00	Each	45343.80	997563.60
Construction of 1.50.Mx1.50.M (circular) sewer man hole of 2.30mts depth with cement bricks in CM 1:4 prop corbellng, including CC bed (1:4:8) prob using 40 mm guage metal 0.23 m thick and CC benching / chanelling in 1:2:4 rock with internal plastering 20 mm thick in CM (1:3) and external plastering 12 mm thick in CM 1:3 with fine rendering including cost and fixing plastic steps 3 Nos and fixing FRC cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days complete all
37	Development work	As per data	16.00	Each	1414.83	22637.28
Construction of additional man hole 0.100 m depth of 1.20 m (circular) internal size with cement bricks in CM 1:4 prop including cost and fixing plastic steps and fixing FRC cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days complete all
38	Development work	As per data	7.00	Each	20394.40	142760.80
Construction of 1.20.Mx1.20.M (circular) sewer man hole of 1.65mts depth with cement bricks in CM 1:4 prop corbellng, including CC bed (1:4:8) prob using 40 mm guage metal 0.23 m thick and CC benching / chanelling in 1:2:4 rock with internal plastering 20 mm thick in CM (1:3) and external plastering 12 mm thick in CM 1:3 with fine rendering including cost and fixing plastic steps 3 Nos and fixing FRC cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days complete all
39	Development work	As per data	143.00	Each	733.10	104833.30
Construction of additional man hole 0.100 m depth of 0.90 m x 0.90 m (circular) internal size with cement bricks in CM 1:4 prop corbellng, including CC bed (1:4:8) prob using 40 mm guage metal 0.23 m thick and CC benching / chanelling in 1:2:4 rock with internal plastering 20 mm thick in CM (1:3) and external plastering 12 mm thick in CM 1:3 with fine rendering including cost and fixing FC/Ci cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days complete - Additional depths
40	Development work	As per data	45.00	Each	8582.70	386221.50
Construction of 0.9M (circular) sewer man hole of 0.90mts depth with cement bricks in CM 1:4 prop corbellng, including CC bed (1:4:8) prob using 40 mm guage metal 0.23 m thick and CC benching / chanelling in 1:2:4 rock with internal plastering 20 mm thick in CM (1:3) and external plastering 12 mm thick in CM 1:3 with fine rendering including cost and fixing FC/Ci cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days complete all - 900mm Dia Manhole
41	Development work	As per data	74.00	Each	2024.62	149821.88
Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in A.P., F.O.R. destination including, loading, un-loading & stacking at site but excluding central excise duty, sales tax, octroi and other Govt levies etc., as applicable. with 500mm dia clear opening
42	Development work	As per data	40.00	One Running Met	2107.10	84284.00
Supply, Lowering and laying in ready made trench true to alignment and gradient, jointing, and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and hemp yarn but including cost of Pipes etc - 300 mm dai SWG Pipes
43	Development work	As per data	1139.04	One Running Met	1500.90	1709585.14
Supply, Lowering and laying in ready made trench true to alignment and gradient, jointing, and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and hemp yarn but including cost of Pipes etc - 250 mm dai SWG Pipes
44	Development work	As per data	1123.70	One Running Met	1020.60	1146848.22
Supply, Lowering and laying in ready made trench true to alignment and gradient, jointing, and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and hemp yarn but including cost of Pipes etc - 200 mm dai SWG Pipes
45	Development work	As per data	174.68	One Cubic Metre	1858.92	324716.15
RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) -up to 3.00Mts. below GL: Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete
46	Development work	As per data	524.04	One Cubic Metre	368.07	192883.40
RBR-FNDN-1- ( II-A ) Ordinary rock (not requiring blasting) - up to 3.00 Mts. below GL by Manual means: Excavation in Ordinary rock for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.
47	Development work	As per data	2794.90	One Cubic Metre	109.46	305929.75
Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
48	Development work	As per data	109.00	Each	3353.08	365485.72
1. Earthwork in excavation in all types of soils by manual means for pipeline as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH for pipe line trenches (1.68 x 220.84) 2. Manufacture, Supply & Delivery of MDPE pipe conforming to ISO 4427 Part-2 (or any equivalent Bureau of Indian Standards code) of PE-80 grade material along with all fittings, including cost of materials, manufacturing, loading, unloading, stacking, transit insurance, transportationto any where in Telangana but excluding GST. - 20mm OD (15Mmm ID) (5 x 26.10) 3. Lowering, Laying, jointing of PVC/HDPE/MDPE pipes as per BIS No.7634 part-III/75 for PVC and BIS No.7634 part-II/75 for HDPE pipes including earth work excavation, testing to hydralic test pressure including cost of water with a water lead of 500m etc., complete, but excluding road cutting charges.,Complete. - 20mm (5 x 44.31) 4. Supply , delivery and fixing of HDPE electro Fusion taping saddle including 15mm dia tappered type flow control valve SS 304 (in place of brass ferrule) working on float priniciple as per CPHEEO maual, compression male & Female threaded adaptor as per ISO14236-200 including testing of all materials, labour charges , all taxes,inspection charges, transportation charges etc.complete. (1 x 318.12) 5. S & F Bronze Ball valve with SS Ball and SS Spindle as per IS - Class - I, Indian make heavy type - 15 mm NB Size (1 x 214.73) 6. Supply , delivery and fixing of magnetically coupled multijet type dry dial class-B water meters ( screwed end) manufactured in accordance with ISO 4064 standards and its latest ammendments / IS 779-1994 and its latest ammendments and shall have ISI/EEC/MID pattern approval ( valid lift cylce certificate and IP 68 protection from FCRI, GoI ) including all taxes etc complete (1 x 1249.77) 7. Installation charges of Water Meter including all Charges like Labour and Tools etc., for complete Item of Work (1 x 227.23) 8. Constructing brick masonry chamber for meter as per TBSP-B .II-03 and as per drawing with with 304.8x228.6mm size frame and cover over chamber (1 x 539.67) Total No of HSC\s Proposed in the Town
49	Development work	As per data	525.20	One Cubic Metre	36.58	19211.96
Refilling the pipe line trenches with using excavated soils other than sand with standard specification including watering and tamping in layers of 225mm etc., complete to the finished item as directed by the H.M.W.S.S.B Engineers. - 150mm dia pipes
50	Development work	As per data	550.80	One Cubic Metre	57.80	31836.24
Carting surplus earth to lead of 5km from the place of work excluding loading and unloading etc. and including all labour charges and transportation chargesetc. complete. - CC Qty
51	Development work	As per data	18.00	Meters	2241.00	40338.00
Providing, laying, testing & Commissioning of following classes MS pipes conforming to IS 3589 and 1239 including fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc., complete. Makes : Jindal / Hissar / Tata pipes. C Class - 1500mm dia
52	Development work	As per data	10.00	Each	7225.20	72252.00
Supply and Delivery of RCC precast manhole chambers (Gummies with Cover) having the size of 36\" at bottom tapering to 21\" dia. At top fixing in CC 1:4:8 prop. Along with FRC cover and frame laying CC 1:2:4 prop. Including cost of materials, labor charges earthwork, curing, conveyance etc. complete.
53	Development work	As per data	14.00	Each	341.94	4787.16
PHE-CISV-15 : Lowering, keeping in position and fixing C.I. sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces - 150mm dia pipes
54	Development work	As per data	14.00	Each	505.55	7077.70
Jointing the CI/DI ends including the cost of jointing materials such as bolts, nuts, rubber insertion with lead and including filling with a water lead up to 500m and testing to required pressure etc., complete. - 150mm dia pipes
55	Development work	As per data	261.82	Each	345.25	90393.35
Jointing CI/DI pipes and fittings with rubber gaskets excluding the cost of rubber gaskets but including filling with water lead up to 500m and testing to required pressure etc. complete for finished item of work as directed by the HMWSSB Engineer.
56	Development work	As per data	1440.00	One Running Met	83.66	120470.40
Lowering the DI pipes and fittings with S/S ends carefully into the trenches and laying them true to the alignment and gradient, all sundries but excluding conveyance from source of supply. - 150mm dia pipes
57	Development work	As per data	1440.00	One Running Met	140.86	202838.40
Barricading and Hoarding, lighting and watching etc. for water supply and sewerage work for trenches including cost of materials, labour charge etc. complete for finished item of work as directed by the HMWSSB Engineer. - 150mm dia pipes
58	Development work	As per data	15.12	One Cubic Metre	270.53	4090.41
Earthwork excavation for structures in all types of soil as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. for Thrust blocks, Bends. - For sluice valves
59	Development work	As per data	16.20	One Cubic Metre	270.53	4382.59
Earthwork excavation for structures in all types of soil as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. for Thrust blocks, Bends. - For junction work
60	Development work	As per data	27.54	One Cubic Metre	1304.16	35916.57
Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete
61	Development work	As per data	82.62	One Cubic Metre	368.07	30409.94
Excavation in Ordinary rock for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.
62	Development work	As per data	440.64	One Cubic Metre	395.67	174348.03
Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means. - 150mm dia pipes
63	Development work	As per data	6.00	Each	15330.00	91980.00
Manufacture, supply and delivery of Scour Valve with Body and cover in Ductile Iron of grade SG 400/12 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality.S Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per IS:1538. - 150mm dia
64	Development work	As per data	3.00	Each	56802.35	170407.05
Manufacture, supply and delivery of Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade SG 400/12 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality.S Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per IS:1538. - 100mm dia
65	Development work	As per data	200.00	One Kilogram	119.30	23860.00
Supply and Delivery of D.I/C.I specials including cost of material Tax etc. Complete - DI coller to suit 150mm dia
66	Development work	As per data	52.00	One Kilogram	119.30	6203.60
Supply and Delivery of D.I/C.I specials including cost of material Tax etc. Complete - 150mm dia DI Flanged Spigot
67	Development work	As per data	46.00	One Kilogram	119.30	5487.80
Supply and Delivery of D.I/C.I specials including cost of material Tax etc. Complete - 150mm dia DI Flanged Socket
68	Development work	As per data	80.00	One Kilogram	119.30	9544.00
Supply and Delivery of D.I/C.I specials including cost of material Tax etc. Complete - 150mm dia x90deg DI Bend
69	Development work	As per data	110.00	One Kilogram	119.30	13123.00
Supply and Delivery of D.I/C.I specials including cost of material Tax etc. Complete - 150x150x150 dia TEE
70	Development work	As per data	7.00	Each	23221.26	162548.82
Supply and Delivery of DI D/F gate valves conforming to IS 14846/2000 non rising spindle type with S/S 410 spindle and GM working parts including cost of materials etc. complete for the finished item of work as directed by the HMWSSB Engineer. - 150mm dia pipes
71	Development work	As per data	262.00	Each	168.15	44055.30
Supply and Delivery of Rubber gasket suitable for DI pipes including cost of materials etc. complete for the finished item of work as directed by the HMWSSB Engineer. - 150mm dia pipes
72	Development work	As per data	1440.00	One Running Met	1586.56	2284646.40
Supply and Delivery of DI pressure pipes for water with socket and spigot ends conforming to IS 8329/2000 in standard lengths of 5.50m for classification K7 as per classification given below suitable for push on joints (rubber gasket) joining with cement mortar lining inside the pipes including the cost of materials etc. complete as directly by the HMWSSB Engineer. - 150mm dia Pipes
73	Development work	As per data	622.08	One Cubic Metre	414.22	257677.98
Collection and supply and filling of gravel inluding cost and conveyance to work site,stacking to departmental gauge including labour charges etc complete
74	Development work	As per data	20.16	One Cubic Metre	5672.40	114355.58
Providing concrete for plain / reinforced concrete M15 in open foundations using 40 mm nominal size Down Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.
75	Development work	As per data	138.24	One Cubic Metre	5240.54	724452.25
CRS 2nd Sort in 1:4 cement mortar Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 MORD and 1405 MORTH.
76	Development work	As per data	69.12	One Cubic Metre	4889.32	337949.80
RR Masonry in cement mortar 1:4 Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 MORD and 1405 MORTH.
77	Development work	As per data	57.60	One Cubic Metre	4992.98	287595.65
Providing concrete for plain concrete M10 in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.
78	Development work	As per data	63.68	One Cubic Metre	5763.88	367043.88
Providing concrete for plain concrete M20 in open foundations using 20 mm nominal size Down Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.
79	Development work	As per data	42.45	One Cubic Metre	4992.98	211952.00
Providing concrete for plain concrete M10 in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.
80	Development work	As per data	1032.95	One Square Metr	97.71	100929.54
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (excluding Primary Coat) as per Specification 803 MORTH
81	Development work	As per data	2830.00	One Cubic Metre	340.13	962567.90
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH
82	Development work	As per data	3093.00	One Square Metr	749.90	2319440.70
Supply and fixing of precast concrete blocks for paving of M-40 grade and thickness not less than 80 mm for Medium traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer\s specification including material and Labour Charges to complete item of Cost.
83	Development work	As per data	309.30	One Cubic Metre	4992.98	1544328.71
Providing concrete for plain concrete M10 in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.
84	Development work	As per data	661.55	One Cubic Metre	57.80	38237.59
Carting away the surplus excavated Rock from the work site with a lead of 5 km beyond initial lead including loading, unloading and conveyance but excluding stacking charges etc., complete for roads 1 cum
85	Development work	As per data	264.62	One Cubic Metre	57.80	15294.92
Carting away the surplus excavated earth from the work site with a lead of 5 km beyond initial lead including loading, unloading and conveyance but excluding stacking charges etc., complete for roads 1 cum
86	Development work	As per data	366.43	One Cubic Metre	7913.05	2899578.91
Providing and laying bituminous concrete (Grade-II) with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects (VG-30)
87	Development work	As per data	732.85	One Cubic Metre	7160.57	5247623.72
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.
88	Development work	As per data	29314.00	One Square Metr	9.59	281121.26
Providing and applying tack coat with Bitumen emulsion (RS-1) (Rapid Setting) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD.
89	Development work	As per data	14657.00	One Square Metr	22.24	325971.68
RBR-BASC-1(b): Providing and applying primer coat with bitumen emulsion (Rapid setting) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Tech. specification No 502 MORTH.
90	Development work	As per data	3297.83	One Cubic Metre	1970.80	6499363.36
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.
91	Development work	As per data	2931.40	One Cubic Metre	1889.79	5539730.41
Construction of granular sub-base by providing well graded / Close Graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000 m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller 80-100 kN to achieve the desired density, complete as per Technical Specification Clause 401 (Grade-I)
92	Development work	As per data	2381.56	One Cubic Metre	101.61	241990.51
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD / 305 MORTH
93	Development work	As per data	19191.89	One Cubic Metre	287.92	5525728.97
Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD / 305 MORTH
94	Development work	As per data	165.39	One Cubic Metre	397.41	65727.64
Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with all lifts and leads upto 1000 m as per Technical Specification Clause 302.3.5 MORD / 301 MORTH
95	Development work	As per data	496.16	One Cubic Metre	81.45	40412.23
Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 3 m as per Technical Specification Clause 301 MORTH / 302 MORD.
96	Development work	As per data	2646.18	One Cubic Metre	86.26	228259.49
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH
97	Development work	As per data	23892.00	One Square Metr	3.40	81232.80
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.
98	Development work	As per data	24281.00	One Square Metr	3.40	82555.40
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.
99	Development work	As per data	117.72	One Square Metr	108.39	12759.67
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (excluding Primary Coat) as per Speciufication 803 MORTH
100	Development work	As per data	15.26	One Cubic Metre	4390.66	67001.47
Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.
101	Development work	As per data	436.00	Each	76.12	33188.32
Supply & fixing of Demarcation stones of Hard Granite metal of size 0.90mX0.15m X 0.15m including cost & conveyance to site, loading & unloading, transportation, all labour charges etc., complete and as directed by client/ engineer in charge
102	Development work	As per data	19.62	One Cubic Metre	257.65	5055.09
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

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Development Of Necessary Infrastructure In 42 Acres Of Land With Survey No 41 To 63 And 173, 276 To 281 Of Uppal Bhagayat (V) At Nagole - Development Of 12.73 Acres, Medchal-Malkajgiri-Telangana

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Development Of Necessary Infrastructure In 42 Acres Of Land With Survey No 41 To 63 And 173, 276 To 281 Of Uppal Bhagayat (V) At Nagole - Development Of 12.73 Acres, Medchal-Malkajgiri-Telangana

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