| Name of Work: OPTIMISING AND REVAMPING OF THE EXISTING DISTRIBUTION NETWORK AND PROVISION OF SCADA FOR SALEM CITY MUNICIPAL CORPORATION | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.01 | CONSTRUCTION OF OHT AT VIDHYA NAGAR IN ZONE 48B (CAPACITY: 1.0ML & STAGING: 15m), AMMAPET IN ZONE 45B (CAPACITY: 1.5ML & STAGING: 15m), NARAYAN NAGAR, KITCHIPALAYAM IN ZONE 43B (CAPACITY: 2.5ML & STAGING:15m) | |||
| 2 | 1.02 | Earthwork excavation and depositing on bank with an initial lead of 10 meters and initial lift of 2 meters in hard stiff clay, stiff black cotton, hard red earth,,shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil SS 20 B etc and as directed by Departmental Engineers. | 1558 | 1 m3 \n(One Cubic meter) | |
| 3 | 1.03 | Earthwork excavation and depositing in bank with initial lead of 10 meters and initial lift of 2 metres in soft disintegrated rock laterite ,soft rock, kankar etc. (not requiring blasting) at all depths and depositing the same as directed by the Engineer in charge | 854 | 1 m3 \n(One Cubic meter) | |
| 4 | 1.04 | Removing hard rock by wedging, chiselling and trimming to proper shape where blasting is prohibited and including the cost of removing the all materials from the site and depositing the same in the places shown by the Engineer in charge etc., .complete and as directed by the Engineer in charge. PWD SOR 2019-20 Pg 26 | 243 | 1 m3 \n(One Cubic meter) | |
| 5 | 1.05 | Refilling the foundation with suitable excavated earth (other than sand) available in layers of not more than 20 cm thick , watering, ramming and consolidating etc., complete as per standard specifications and as directed by the Departmental Engineers. | 1540 | 1 m3 \n(One Cubic meter) | |
| 6 | 1.06 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 82 | 1 m3 \n(One Cubic meter) | |
| 7 | 1.07 | Providing and laying Reinforced Cement concrete of grade M25 using 20 mm gauge hard broken stone jelly for RCC works in various depth and lift excluding cost of Steel reinforcement, centering shuttering but including cost of materials, mixing, placing in position, lifting, ramming, consolidation by Mechanical Vibrator, levelling, curing and finishing etc complete as per standard specifications and as directed by Departmental Engineers. | |||
| 8 | 1.08 | Below ground level ( -1.5 to -3m) Raft foundation and Columns | 587 | 1 m3 \n(One Cubic meter) | |
| 9 | 1.09 | 0 to -1.5m ( below ground) Columns, Brace and staircase | 209 | 1 m3 \n(One Cubic meter) | |
| 10 | 1.1 | Columns, Brace and staircase | |||
| 11 | 1.11 | Above ground | |||
| 12 | 1.12 | 0 to 1.5m | 113 | 1 m3 \n(One Cubic meter) | |
| 13 | 1.13 | 1.5 to 4.5m | 225 | 1 m3 \n(One Cubic meter) | |
| 14 | 1.14 | 4.5 to 7.32 | 211 | 1 m3 \n(One Cubic meter) | |
| 15 | 1.15 | 7.32 to 10.98m | 274 | 1 m3 \n(One Cubic meter) | |
| 16 | 1.16 | 10.98m to 14.64 | 274 | 1 m3 \n(One Cubic meter) | |
| 17 | 1.17 | Reinforced Cement concrete M30 using 20mm gauge hard broken stone jelly for reinforced cement concrete works excluding cost of steel, centering, shuttering and cost of steel reinforcement but including laying in position, compacting, curing, finishing, etc., complete | |||
| 18 | 1.18 | 14.64 to 18.3m | 949 | 1 m3 \n(One Cubic meter) | |
| 19 | 1.19 | 18.3 to 21.96 m | 371 | 1 m3 \n(One Cubic meter) | |
| 20 | 1.2 | Supplying, fabricating and laying in position T.M.T steel reinforcement for RCC works including cost of reinforcement, binding wire, cutting bending, cranking and tying in position with binding wire assembly, etc. | 439000 | 1 Kg\n(One Kilo Grame) | |
| 21 | 1.21 | Supplying and erecting of steel centring, shuttering for soffits and sides including necessary supports strutting & removal etc for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25 X 25 X 3mm for ring laid over Silver Oak joists of size 10cm X 6.5cm space at 10cm c/c and supported by Casurina Props 10cm - 13cm spaced at 75cm c/c in various levels etc., complete as per standard specifications and as directed by the Departmental Engineers. | |||
| 22 | 1.22 | For raft & beams etc., | 1694 | 1 m2\n(One Square meter) | |
| 23 | 1.23 | for columns | 438 | 1 m2\n(One Square meter) | |
| 24 | 1.24 | Above ground level | |||
| 25 | 1.25 | Centering for Column & Sunshade (20%) upto 3.3m | 710 | 1m2 ( One Square Meter) | |
| 26 | 1.26 | 3.3m to 4.3m | 216 | 1m2 ( One Square Meter) | |
| 27 | 1.27 | 4.3m to 5.3m | 216 | 1m2 ( One Square Meter) | |
| 28 | 1.28 | 5.3m to 6.3m | 216 | 1m2 ( One Square Meter) | |
| 29 | 1.29 | 6.3m to 7.3m | 216 | 1m2 ( One Square Meter) | |
| 30 | 1.3 | 7.3m to 8.3m | 216 | 1m2 ( One Square Meter) | |
| 31 | 1.31 | 8.3m to 9.3m | 216 | 1m2 ( One Square Meter) | |
| 32 | 1.32 | 9.3m to 10.3m | 216 | 1m2 ( One Square Meter) | |
| 33 | 1.33 | 10.3m to 11.3m | 216 | 1m2 ( One Square Meter) | |
| 34 | 1.34 | 11.3m to 12.3m | 216 | 1m2 ( One Square Meter) | |
| 35 | 1.35 | 12.3m to 13.3m | 216 | 1m2 ( One Square Meter) | |
| 36 | 1.36 | 13.3m to1 4.3m | 216 | 1m2 ( One Square Meter) | |
| 37 | 1.37 | 14.3m to15.3m | 151 | 1m2 ( One Square Meter) | |
| 38 | 1.38 | Centering forplain surfaces upto 3.3m -for beams , slabs, stairs | 965 | 1m2 ( One Square Meter) | |
| 39 | 1.39 | 3.3m to 4.3m | 293 | 1m2 ( One Square Meter) | |
| 40 | 1.4 | 4.3m to 5.3m | 293 | 1m2 ( One Square Meter) | |
| 41 | 1.41 | 5.3m to 6.3m | 293 | 1m2 ( One Square Meter) | |
| 42 | 1.42 | 6.3m to 7.3m | 293 | 1m2 ( One Square Meter) | |
| 43 | 1.43 | 7.3m to 8.3m | 293 | 1m2 ( One Square Meter) | |
| 44 | 1.44 | 8.3m to 9.3m | 293 | 1m2 ( One Square Meter) | |
| 45 | 1.45 | 9.3m to 10.3m | 293 | 1m2 ( One Square Meter) | |
| 46 | 1.46 | 10.3m to 11.3m | 293 | 1m2 ( One Square Meter) | |
| 47 | 1.47 | 11.3m to 12.3m | 293 | 1m2 ( One Square Meter) | |
| 48 | 1.48 | 12.3m to 13.3m | 293 | 1m2 ( One Square Meter) | |
| 49 | 1.49 | 13.3m to1 4.3m | 293 | 1m2 ( One Square Meter) | |
| 50 | 1.5 | 14.3m to15.3m | 205 | 1m2 ( One Square Meter) | |
| 51 | 1.51 | 15 to 21 m above FGL | |||
| 52 | 1.52 | 14.3 to 15.3 (Centering for Column ) | 31 | 1m2 ( One Square Meter) | |
| 53 | 1.53 | 15.3m to 16.3m | 100 | 1m2 ( One Square Meter) | |
| 54 | 1.54 | 16.3m to 17.3m | 100 | 1m2 ( One Square Meter) | |
| 55 | 1.55 | 17.3m to 18.3m | 100 | 1m2 ( One Square Meter) | |
| 56 | 1.56 | 18.3m to 19.3m | 100 | 1m2 ( One Square Meter) | |
| 57 | 1.57 | 19.3m to 20.3m | 95 | 1m2 ( One Square Meter) | |
| 58 | 1.58 | 14.3m to15.3m ( for base slab and beams) | 2110 | 1m2 ( One Square Meter) | |
| 59 | 1.59 | 19.3m to 20.3m ( for roof beam and slabs) | 1538 | 1m2 ( One Square Meter) | |
| 60 | 1.6 | Centering for curved surface | |||
| 61 | 1.61 | 14.3 to 15.3 (Centering for Cylindrical wall ) | 118 | 1m2 ( One Square Meter) | |
| 62 | 1.62 | 15.3m to 16.3m | 390 | 1m2 ( One Square Meter) | |
| 63 | 1.63 | 16.3m to 17.3m | 390 | 1m2 ( One Square Meter) | |
| 64 | 1.64 | 17.3m to 18.3m | 390 | 1m2 ( One Square Meter) | |
| 65 | 1.65 | 18.3m to 19.3m | 390 | 1m2 ( One Square Meter) | |
| 66 | 1.66 | 19.3m to 20.3m | 358 | 1m2 ( One Square Meter) | |
| 67 | 1.67 | Providing and applying two coats dry distemper of approved brand, and shade on wall surface including priming coat and whitening after throughly brooming the surface to remove all dirt, dust, mortar drops etc | 19412 | 1m2 ( One Square Meter) | |
| 68 | 1.68 | Supply and fixing of Handrails of 1.00m height over the top of roof slab of approved pattern and design precasted in RCC M20 concrete using 20 mm size HBG stone jelly including the cost of cement, fabrication and placing in position of reinforcement, centering, precasing, finishing curing etc., complete as directed by the Departmental Engineers. | 197 | 1 Rm ( One Running Meter) | |
| 69 | 1.69 | Supplying and fixing in position of side access ladder precasted in RCC M30 concrete using 20mm size HBG stone jelly including cost of all materials, centering, shuttering, strutting, fabrication and placing in position of reinforcement, finishing, curing etc.,complete as per standard specifications and as directed by the Departmental Engineers. | 6 | 1 No (One Number) | |
| 70 | 1.7 | Providing and fixing M.S. inspection door of size 60cms*60cms including door of size 50*50*6 mm and shutters of 3 mm thickness with hinges at top and locking arrangement painting with all lead and lifts etc. complete. | 6 | 1 No (One Number) | |
| 71 | 1.71 | Supply of DUCTILE IRON CLASS PN10 FLANGED PIPES of nominal dia as listed below with inside cement mortar lining and outside metallic zinc coating with bitumen finish, rubber ring / gasket joints including cost of all jointing material as per IS 8329 / 2000. ( 2 m length of pipes) | |||
| 72 | 1.72 | (a) 200 mm (Inlet & Scour Pipe) | 104 | 1 M (One Meter) | |
| 73 | 1.73 | (b) 300 mm (Inlet Pipe) | 25 | 1 M (One Meter) | |
| 74 | 1.74 | (b) 400 mm (Outet, Standby & Overflow pipe) | 63 | 1 M (One Meter) | |
| 75 | 1.75 | (b) 500 mm (Outet, Standby & Overflow pipe) | 126 | 1 M (One Meter) | |
| 76 | 1.76 | Supply and delivery of DI specials (ALL FLANGE) to the site of work (such as bends,Tees & tapers etc.,) conforming to IS 9523/2000 and as amended from time to time including loading, freight, unloading, stocking at site, transit insurance charges, all taxes, etc. complete and as directed by the TWAD Board officers.required for the following pipes. | 2885 | 1 Kg (One Kilogram) | |
| 77 | 1.77 | Supply and delivery of DI D / F (Soft Seated) resilient seated soft sealing Gate Valves (Sluice Valves / Scour Valves) as per following sizes with body bonnet of ductile cast iron of grade GGG 40, wedge fully rubber lined with EDPM, replaceable spindle nut, without gland packing and with 3 O-ring protection on the shaft and seals of NBR and with replaceable stem nut and the valves should be of vacuum tight and 100 % leak proof with face to face dimensions as per BS 5163 - 89 / IS 14846 - 2000 / DIN 3202 F4. All the valves should be with Electrostatice powder coating both inside and outside pocket less less straight thro body passage. All the valves are to be compatible for buried application with pressure rating PN 16. | |||
| 78 | 1.78 | (a) 200 mm (Inlet & Scour Pipe) | 10 | 1 No (One Number) | |
| 79 | 1.79 | (b) 300 mm (Inlet Pipe) | 2 | 1 No (One Number) | |
| 80 | 1.8 | (b) 400 mm (Outet, Standby & Overflow pipe) | 5 | 1 No (One Number) | |
| 81 | 1.81 | CI Sluice Valves Non raising Spindle types to pressure rating of 1.6 PN (Long body/long face to face) as per IS standards (With spur gear arrangements) | 10 | 1 No (One Number) | |
| 82 | 1.82 | Construction of Masonry valve pit for fixing the following sizes of all valves as per the type design. The foundation shall be in PCC M10 and brick work in CM 1:5 plastering in CM 1:3, 12mm thick and the pit provided with 100mm thick RCC M20 mix, cover slab. The rate should include earth work excavation in various soils met with at the site of work, refilling the pit after the construction of the pit, providing cut stone set, cost of steel reinforcement fabrication charges etc. complete as per drawings and excluding the cost of valves CI pipes specials etc. complete as per standard specification and as directed by the Departmental Engineers. | |||
| 83 | 1.83 | 1.30x1.30x1.40m Size | 12 | 1 No (One Number) | |
| 84 | 1.84 | 1.50x1.50x1.60m Size | 5 | 1 No (One Number) | |
| 85 | 1.85 | 1.50x1.50x1.80m Size | 10 | 1 No (One Number) | |
| 86 | 1.86 | PIPES AND ALLIED WORKS | |||
| 87 | 1.87 | Cutting of road surface for pipeline trenches and disposing of the excavated materials as directed by the Engineer including barricading, Danger ligthing as per standard specifications etc complete and as directed by Departmental Engineers etc complete | |||
| 88 | 1.88 | Cutting of B.T. Roads road for laying of following dia pipes | 35138 | 1 m3 \n(One Cubic meter) | |
| 89 | 1.89 | Cutting of Cement Concrete (CC) road for laying of following dia pipes | 2928 | 1 m3 \n(One Cubic meter) | |
| 90 | 1.9 | Earthwork - excavating and depositing on bank with in initial lead of 10 m and initial lift of 2m and refilling of pipeline works otherthan loose soil on linear measurement basis including bailing out water including guarding and lighting in trenches for laying of pipes in Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small boulders and hard gravelly soil etc., all complete as per standard specifications and as directed by the Departmental Engineers. | |||
| 91 | 1.91 | For DI K7 class Pipes laying in Zones 31 Hanging Garden, 43A Ayyasamy Park, 43B Narayan Nagar (Kitchipalayam), 45A Ammapet, 45B Ammapet, and 48B Vidhya Nagar | 54985 | 1 m3 \n(One Cubic meter) | |
| 92 | 1.92 | For HSCs | |||
| 93 | 1.93 | (a) for all dia for width of 0.6 m & depth of 1.05 mt | 75034 | 1 m3 \n(One Cubic meter) | |
| 94 | 1.94 | Earth work excavation and depositing on bank withinitial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the following types of soil strata as directed by departmental officers | |||
| 95 | 1.95 | In Medium rock and dense medium rock not requiring blasting. | 14953 | 1 m3 \n(One Cubic meter) | |
| 96 | 1.96 | Earth work excavation for Pipe Laying work by removing hard rock using controlled blasting method by drilling blast holes using compressor and jack hammer including stacking,dewatering wherever necessary, cost of gelatin, electric detonator, licensed shot fireman, labour for filling earth in gunny bags, labour for excavation of earth, conveyance of earth including cost of gunny bags, M.S Plates, barricading, putting up road diversion boards and providing red light signal during night, removal of debris etc., where open blasting is prohibited and as directed by TWAD Board Officers. | 2639 | 1 m3 \n(One Cubic meter) | |
| 97 | 1.97 | Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation and basement | |||
| 98 | 1.98 | DI Pipe line work | 65428 | 1 m3 \n(One Cubic meter) | |
| 99 | 1.99 | House Service Connections | 97719 | 1 m3 \n(One Cubic meter) | |
| 100 | 2 | Providing well Graded Sand as per drawing and specifications around pipe to achieve Class N Bedding. Class N bed material shall only be used where the pipe trench is founded in hard rock or otherwise as directed by the Engineer. Tests specified for determining silt in sand and organic impurities as described in IS 383 shall apply. (20% of total length for rock strata) | 20732 | 1 m3 \n(One Cubic meter) | |
| 101 | 2.01 | Disposal of surplus earth including loading and conveyance within a distance of 5 km (basic cost of earth is zero) including loading charges and Conveyance Charges of 5 kms distance. | 24481 | 1 m3 \n(One Cubic meter) | |
| 102 | 2.02 | Supply of DI Socket / Spigot class K-7 pipes of nominal dia as listed below with inside cement mortar lining and outside metallic zinc coating with bitumen finish, rubber ring / gasket joints including cost of all jointing material as per IS 8329 / 2000. including all costs and conveyance of materials, loading unloading and stacking at site as directed by departmental engineers etc complete. | |||
| 103 | 2.03 | (a) 100 mm | 87354 | 1 M (One Meter) | |
| 104 | 2.04 | (b) 150 mm | 5397 | 1 M (One Meter) | |
| 105 | 2.05 | (c) 200 mm | 1971 | 1 M (One Meter) | |
| 106 | 2.06 | (d) 250 mm | 2748 | 1 M (One Meter) | |
| 107 | 2.07 | (e) 300 mm | 1558 | 1 M (One Meter) | |
| 108 | 2.08 | (f) 350 mm | 1413 | 1 M (One Meter) | |
| 109 | 2.09 | (g) 400 mm | 1662 | 1 M (One Meter) | |
| 110 | 2.1 | (h) 450 mm | 747 | 1 M (One Meter) | |
| 111 | 2.11 | (i) 500 mm | 687 | 1 M (One Meter) | |
| 112 | 2.12 | (j) 200 mm (For Transmission main up to OHT in Vidyanagar & Ammapetai) | 1060 | 1 M (One Meter) | |
| 113 | 2.13 | (k) 350 mm (For Transmission main up to OHT in Kitchipalyam) | 1400 | 1 M (One Meter) | |
| 114 | 2.14 | Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials and testing to the required pressure with water etc., complete as per standard specifications and as directed by the Departmental Engineers. | |||
| 115 | 2.15 | (a) 100 mm | 15883 | 1 No (One Number) | |
| 116 | 2.16 | (b) 150 mm | 981 | 1 No (One Number) | |
| 117 | 2.17 | (c) 200 mm | 358 | 1 No (One Number) | |
| 118 | 2.18 | (d) 250 mm | 500 | 1 No (One Number) | |
| 119 | 2.19 | (e) 300 mm | 283 | 1 No (One Number) | |
| 120 | 2.2 | (f) 350 mm | 257 | 1 No (One Number) | |
| 121 | 2.21 | (g) 400 mm | 302 | 1 No (One Number) | |
| 122 | 2.22 | (h) 450 mm | 136 | 1 No (One Number) | |
| 123 | 2.23 | (i) 500 mm | 125 | 1 No (One Number) | |
| 124 | 2.24 | (j) 200 mm (For Transmission main up to OHT in Vidyanagar & Ammapetai) | 193 | 1 No (One Number) | |
| 125 | 2.25 | (k) 350 mm (For Transmission main up to OHT in Kitchipalyam) | 255 | 1 No (One Number) | |
| 126 | 2.26 | Testing of M.S. / C.I. / D.I / P.V.C. / H.D.P.E / pipes with hydraulic testing equipment by filling with water (including cost of water @ Rs. 60/KL) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete for the following diametres of pipes. | |||
| 127 | 2.27 | (a) 100 mm | 87354 | 1 M( One Meter) | |
| 128 | 2.28 | (b) 150 mm | 5397 | 1 M( One Meter) | |
| 129 | 2.29 | (c) 200 mm | 1971 | 1 M( One Meter) | |
| 130 | 2.3 | (d) 250 mm | 2748 | 1 M( One Meter) | |
| 131 | 2.31 | (e) 300 mm | 1558 | 1 M( One Meter) | |
| 132 | 2.32 | (f) 350 mm | 1413 | 1 M( One Meter) | |
| 133 | 2.33 | (g) 400 mm | 1662 | 1 M( One Meter) | |
| 134 | 2.34 | (h) 450 mm | 747 | 1 M( One Meter) | |
| 135 | 2.35 | (i) 500 mm | 687 | 1 M( One Meter) | |
| 136 | 2.36 | (j) 200 mm (For Transmission main up to OHT in Vidyanagar & Ammapetai) | 1060 | 1 M( One Meter) | |
| 137 | 2.37 | (k) 350 mm (For Transmission main up to OHT in Kitchipalyam) | 1400 | 1 M( One Meter) | |
| 138 | 2.38 | Lowering the following CI/DI K7 pipes and specials into trench and laying to proper grade and alignment etc., complete as per standard specifications and as directed by the Departmental Engineers. | |||
| 139 | 2.39 | 100 mm | 87354 | 1 M( One Meter) | |
| 140 | 2.4 | 150 mm | 5397 | 1 M( One Meter) | |
| 141 | 2.41 | 200 mm | 1971 | 1 M( One Meter) | |
| 142 | 2.42 | 250 mm | 2748 | 1 M( One Meter) | |
| 143 | 2.43 | 300 mm | 1558 | 1 M( One Meter) | |
| 144 | 2.44 | 350 mm | 1413 | 1 M( One Meter) | |
| 145 | 2.45 | 400 mm | 1662 | 1 M( One Meter) | |
| 146 | 2.46 | 450 mm | 747 | 1 M( One Meter) | |
| 147 | 2.47 | 500 mm | 687 | 1 M( One Meter) | |
| 148 | 2.48 | 200 mm (For Transmission main up to OHT in Vidyanagar & Ammapetai) | 1060 | 1 M( One Meter) | |
| 149 | 2.49 | 350 mm (For Transmission main up to OHT in Kitchipalyam) | 1400 | 1 M( One Meter) | |
| 150 | 2.5 | Supply and delivery of DI specials to the site of work (such as bends,Tees & tapers etc., along the alignment of feeder mains) conforming to IS 9523/2000 and as amended from time to time including loading, freight, unloading, stocking at site, transit insurance charges, all taxes, etc. complete and as directed by Departmental Engineers etc., complete as per standard specifications. | |||
| 151 | 2.51 | TEES | |||
| 152 | 2.52 | 100X100 626 Nos A/s Tee | 9525 | 1 Kg (One Kilogram) | |
| 153 | 2.53 | 150X100 12 Nos A/s Tee | 294 | 1 Kg (One Kilogram) | |
| 154 | 2.54 | 150X150 6 Nos A/s Tee | 144 | 1 Kg (One Kilogram) | |
| 155 | 2.55 | 200X100 5 Nos A/s Tee | 60 | 1 Kg (One Kilogram) | |
| 156 | 2.56 | 200X150 4Nos A/s Tee | 136 | 1 Kg (One Kilogram) | |
| 157 | 2.57 | 200X200 5 Nos A/s Tee | 160 | 1 Kg (One Kilogram) | |
| 158 | 2.58 | 250*100 4 Nos A/s Tee | 76 | 1 Kg (One Kilogram) | |
| 159 | 2.59 | 250X150 1 Nos A/s Tee | 86 | 1 Kg (One Kilogram) | |
| 160 | 2.6 | 250 X200 3 Nos A/s Tee | 245 | 1 Kg (One Kilogram) | |
| 161 | 2.61 | 250X250 13 Nos A/s Tee | 440 | 1 Kg (One Kilogram) | |
| 162 | 2.62 | 300 X100 1 Nos A/s Tee | 245 | 1 Kg (One Kilogram) | |
| 163 | 2.63 | 300X150 4 Nos A/s Tee | 55 | 1 Kg (One Kilogram) | |
| 164 | 2.64 | 300X300 Nos A/s Tee | 308 | 1 Kg (One Kilogram) | |
| 165 | 2.65 | 350X100 Nos A/s Tee | 290 | 1 Kg (One Kilogram) | |
| 166 | 2.66 | 350X150 Nos A/s Tee | 65 | 1 Kg (One Kilogram) | |
| 167 | 2.67 | 350X200 Nos A/s Tee | 74 | 1 Kg (One Kilogram) | |
| 168 | 2.68 | 350X300 Nos A/s Tee | 91 | 1 Kg (One Kilogram) | |
| 169 | 2.69 | 350X350 Nos A/s Tee | 300 | 1 Kg (One Kilogram) | |
| 170 | 2.7 | 400X100 Nos A/s Tee | 210 | 1 Kg (One Kilogram) | |
| 171 | 2.71 | 400X150 Nos A/s Tee | 234 | 1 Kg (One Kilogram) | |
| 172 | 2.72 | 400X200 Nos A/s Tee | 87 | 1 Kg (One Kilogram) | |
| 173 | 2.73 | 400X400 Nos A/s Tee | 384 | 1 Kg (One Kilogram) | |
| 174 | 2.74 | 450X300 Nos A/s Tee | 154 | 1 Kg (One Kilogram) | |
| 175 | 2.75 | 500X200 Nos A/s Tee | 127 | 1 Kg (One Kilogram) | |
| 176 | 2.76 | 500X300 Nos A/s Tee | 167 | 1 Kg (One Kilogram) | |
| 177 | 2.77 | 500X450 Nos A/s Tee | 398 | 1 Kg (One Kilogram) | |
| 178 | 2.78 | 500X500 Nos A/s Tee | 414 | 1 Kg (One Kilogram) | |
| 179 | 2.79 | 4 WAY TEE (CROSS) | |||
| 180 | 2.8 | 100X100 69 Nos A/s Cross | 1311 | 1 Kg (One Kilogram) | |
| 181 | 2.81 | 150X100 17 Nos A/s Cross | 425 | 1 Kg (One Kilogram) | |
| 182 | 2.82 | 150X150 4 Nos A/s Cross | 128 | 1 Kg (One Kilogram) | |
| 183 | 2.83 | 200*100 9 Nos A/s Cross | 306 | 1 Kg (One Kilogram) | |
| 184 | 2.84 | 200X200 3 Nos A/s Cross | 150 | 1 Kg (One Kilogram) | |
| 185 | 2.85 | 250*100 2 Nos A/s Cross | 82 | 1 Kg (One Kilogram) | |
| 186 | 2.86 | 250X150 3 Nos A/s Cross | 144 | 1 Kg (One Kilogram) | |
| 187 | 2.87 | 250*250 2 Nos A/s Cross | 134 | 1 Kg (One Kilogram) | |
| 188 | 2.88 | 300*100 2 Nos A/s Cross | 108 | 1 Kg (One Kilogram) | |
| 189 | 2.89 | 300X 250 1 Nos A/s Cross | 83 | 1 Kg (One Kilogram) | |
| 190 | 2.9 | 400 X 100 1 Nos A/s Cross | 90 | 1 Kg (One Kilogram) | |
| 191 | 2.91 | 450X 100 1 Nos A/s Cross | 100 | 1 Kg (One Kilogram) | |
| 192 | 2.92 | ELBOW & BENDS | |||
| 193 | 2.93 | 100 mm D/s Bend 900 75 Nos | 825 | 1 Kg (One Kilogram) | |
| 194 | 2.94 | 150 mm D/s Bend 900 8 Nos | 160 | 1 Kg (One Kilogram) | |
| 195 | 2.95 | 200 mm D/s Bend 900 5 Nos | 160 | 1 Kg (One Kilogram) | |
| 196 | 2.96 | 250 mm D/s Bend 900 3 Nos | 138 | 1 Kg (One Kilogram) | |
| 197 | 2.97 | 300 mm D/s Bend 900 1 Nos | 65 | 1 Kg (One Kilogram) | |
| 198 | 2.98 | 350 mm D/s Bend 900 4 Nos | 348 | 1 Kg (One Kilogram) | |
| 199 | 2.99 | 400 mm D/s Bend 900 4Nos | 452 | 1 Kg (One Kilogram) | |
| 200 | 3 | 450 mm D/s Bend 900 4 Nos | 660 | 1 Kg (One Kilogram) | |
| 201 | 3.01 | 500 mm D/s Bend 900 1 Nos | 187 | 1 Kg (One Kilogram) | |
| 202 | 3.02 | 100 mm D/s Bend 45 0 75 Nos | 750 | 1 Kg (One Kilogram) | |
| 203 | 3.03 | 150 mm D/s Bend 45 0 8 Nos | 128 | 1 Kg (One Kilogram) | |
| 204 | 3.04 | 200 mm D/s Bend 45 0 5 Nos | 130 | 1 Kg (One Kilogram) | |
| 205 | 3.05 | 250 mm D/s Bend 45 0 3Nos | 108 | 1 Kg (One Kilogram) | |
| 206 | 3.06 | 300 mm D/s Bend 45 0 1Nos | 49 | 1 Kg (One Kilogram) | |
| 207 | 3.07 | 350 mm D/s Bend 45 0 4 Nos | 260 | 1 Kg (One Kilogram) | |
| 208 | 3.08 | 400 mm D/s Bend 45 0 4 Nos | 328 | 1 Kg (One Kilogram) | |
| 209 | 3.09 | 450 mm D/s Bend 45 0 4Nos | 548 | 1 Kg (One Kilogram) | |
| 210 | 3.1 | 500mm D/s Bend 45 0 1 Nos | 135 | 1 Kg (One Kilogram) | |
| 211 | 3.11 | REDUCER | |||
| 212 | 3.12 | 150x100 91 D/s Reducers | 1183 | 1 Kg (One Kilogram) | |
| 213 | 3.13 | 200x100 34 D/s Reducers | 680 | 1 Kg (One Kilogram) | |
| 214 | 3.14 | 200x150 13 D/s Reducers | 247 | 1 Kg (One Kilogram) | |
| 215 | 3.15 | 250x100 18 D/s Reducers | 486 | 1 Kg (One Kilogram) | |
| 216 | 3.16 | 250x150 12 D/s Reducers | 324 | 1 Kg (One Kilogram) | |
| 217 | 3.17 | 250x200 9 D/s Reducers | 243 | 1 Kg (One Kilogram) | |
| 218 | 3.18 | 300x100 10 D/s Reducers | 370 | 1 Kg (One Kilogram) | |
| 219 | 3.19 | 300x150 6 D/s Reducers | 222 | 1 Kg (One Kilogram) | |
| 220 | 3.2 | 300x200 1D/s Reducers | 38 | 1 Kg (One Kilogram) | |
| 221 | 3.21 | 300x250 4 D/s Reducers | 140 | 1 Kg (One Kilogram) | |
| 222 | 3.22 | 350x100 6 D/s Reducers | 294 | 1 Kg (One Kilogram) | |
| 223 | 3.23 | 350x200 2 D/s Reducers | 98 | 1 Kg (One Kilogram) | |
| 224 | 3.24 | 350x250 3 D/s Reducers | 141 | 1 Kg (One Kilogram) | |
| 225 | 3.25 | 350x300 2 D/s Reducers | 90 | 1 Kg (One Kilogram) | |
| 226 | 3.26 | 400x100 7 D/s Reducers | 413 | 1 Kg (One Kilogram) | |
| 227 | 3.27 | 400x150 3 D/s Reducers | 192 | 1 Kg (One Kilogram) | |
| 228 | 3.28 | 400x200 1 D/s Reducers | 63 | 1 Kg (One Kilogram) | |
| 229 | 3.29 | 400x250 1 D/s Reducers | 62 | 1 Kg (One Kilogram) | |
| 230 | 3.3 | 400x300 1 D/s Reducers | 59 | 1 Kg (One Kilogram) | |
| 231 | 3.31 | 400x350 1 D/s Reducers | 55 | 1 Kg (One Kilogram) | |
| 232 | 3.32 | 450x250 2 D/s Reducers | 158 | 1 Kg (One Kilogram) | |
| 233 | 3.33 | 450x300 2 D/s Reducers | 154 | 1 Kg (One Kilogram) | |
| 234 | 3.34 | 450x350 3 D/s Reducers | 219 | 1 Kg (One Kilogram) | |
| 235 | 3.35 | 500x100 7 D/s Reducers | 721 | 1 Kg (One Kilogram) | |
| 236 | 3.36 | 500x200 2 D/s Reducers | 206 | 1 Kg (One Kilogram) | |
| 237 | 3.37 | 500x300 1 D/s Reducers | 99 | 1 Kg (One Kilogram) | |
| 238 | 3.38 | 500x350 1 D/s Reducers | 94 | 1 Kg (One Kilogram) | |
| 239 | 3.39 | 500x400 3 D/s Reducers | 267 | 1 Kg (One Kilogram) | |
| 240 | 3.4 | 500x450 2 D/s Reducers | 194 | 1 Kg (One Kilogram) | |
| 241 | 3.41 | END CAP | |||
| 242 | 3.42 | 100mm dia | 1134 | 1 Kg (One Kilogram) | |
| 243 | 3.43 | VALVES | |||
| 244 | 3.44 | Supply and delivery of DI D / F (Soft Seated) resilient seated soft sealing Gate Valves (Sluice Valves / Scour Valves) as per following sizes with body bonnet of ductile cast iron of grade GGG 40, wedge fully rubber lined with EDPM, replaceable spindle nut, without gland packing and with 3 O-ring protection on the shaft and seals of NBR and with replaceable stem nut and the valves should be of vacuum tight and 100 % leak proof with face to face dimensions as per BS 5163 - 89 / IS 14846 - 2000 / DIN 3202 F4. All the valves should be with Electrostatice powder coating both inside and outside pocket less less straight thro body passage. All the valves are to be compatible for buried application with pressure rating PN 16 including all cost and conveyance.etc complete. as per standard specification | |||
| 245 | 3.45 | Sluice Valves | |||
| 246 | 3.46 | (a) 100 mm | 158 | 1 No (One Number) | |
| 247 | 3.47 | (b) 150 mm | 3 | 1 No (One Number) | |
| 248 | 3.48 | (c) 200 mm | 7 | 1 No (One Number) | |
| 249 | 3.49 | (d) 250 mm | 5 | 1 No (One Number) | |
| 250 | 3.5 | (e) 300 mm | 5 | 1 No (One Number) | |
| 251 | 3.51 | (f) 350 mm | 1 | 1 No (One Number) | |
| 252 | 3.52 | (g) 400 mm | 6 | 1 No (One Number) | |
| 253 | 3.53 | (h) 200 mm (for transmisison mains) | 2 | 1 No (One Number) | |
| 254 | 3.54 | (i) 350 mm (for transmisison mains) | 1 | 1 No (One Number) | |
| 255 | 3.55 | Scour Valves | |||
| 256 | 3.56 | (a) 100 mm | 11 | 1 No (One Number) | |
| 257 | 3.57 | CI Sluice Valves Non raising Spindle types to pressure rating of 1.6 PN (Long body/long face to face) as per IS standards (With spur gear arrangements)\n\n | |||
| 258 | 3.58 | (b) 500 mm | 4 | 1 No (One Number) | |
| 259 | 3.59 | Supply and Delivery of Tamper proof DI single chamber air release valves with pressure range from PN 1.0 to 2.5 with body and cover made of Ductile Iron of Grade GGG 40 or equivalent grade conforming to IS 1865 with Food Grade Epoxy Powder coating(EP-P) inside and for outside of colour blue RAL 5005. All internal parts such as float, shell etc., cover bolts, made of Austenitic alloy steel of SS AISI 304/316. The float made of Polytetrafluroethylene/ Austenitic alloy steel of AISI 304/316. Gaskets and seals of EPDM / Neoprene rubber including all cost and conveyeance of materials to site as directed by departmental engineers etc complete. | |||
| 260 | 3.6 | 50mm | 4 | 1 No (One Number) | |
| 261 | 3.61 | 80mm | 1 | 1 No (One Number) | |
| 262 | 3.62 | Specials & pipes required for valves of below mentioned sizes & types | |||
| 263 | 3.63 | Scour Valves | |||
| 264 | 3.64 | 100 x 100 x 100 mm DI A/F. Scour tee (11 nos) | 264 | 1 Kg (One Kilogram) | |
| 265 | 3.65 | 100 mm x 2.75 m DI F/ Spt. Pipe (11 nos) | 731 | 1 Kg (One Kilogram) | |
| 266 | 3.66 | 100 mm x 90 0 DI D/F duck foot bend (11 nos) | 198 | 1 Kg (One Kilogram) | |
| 267 | 3.67 | 100 mm x 0.75 m DI D/F Pipe (11 nos) | 252 | 1 Kg (One Kilogram) | |
| 268 | 3.68 | 100 mm x 1.00 m DI D/F Pipe (11 nos) | 312 | 1 Kg (One Kilogram) | |
| 269 | 3.69 | 100 mm dia. DI F/Spt. Semi circular bend (11 nos) | 198 | 1 Kg (One Kilogram) | |
| 270 | 3.7 | Sluice Valves (SLV) | |||
| 271 | 3.71 | 100 mm SLV in 100 mm Main (156 Nos) | |||
| 272 | 3.72 | 100 mm dia. DI.F/skt Tail piece | 3957 | 1 Kg (One Kilogram) | |
| 273 | 3.73 | 150 mm SLV in 150 mm Main (4 Nos) | |||
| 274 | 3.74 | 150 mm dia. DI.F/skt Tail piece | 122 | 1 Kg (One Kilogram) | |
| 275 | 3.75 | 200 mm SLV in 200 mm Main (7 Nos) | |||
| 276 | 3.76 | 200 mm dia. DI.F/skt Tail piece | 410 | 1 Kg (One Kilogram) | |
| 277 | 3.77 | 250 mm SLV in 250 mm Main (4 Nos) | |||
| 278 | 3.78 | 250 mm dia. DI.F/skt Tail piece | 398 | 1 Kg (One Kilogram) | |
| 279 | 3.79 | 300 mm SLV in 300 mm Main (4 Nos) | |||
| 280 | 3.8 | 300 mm dia. DI.F/skt Tail piece | 516 | 1 Kg (One Kilogram) | |
| 281 | 3.81 | 350 mm SLV in 350 mm Main (1 No) | |||
| 282 | 3.82 | 350 mm dia. DI.F/skt Tail piece | 128 | 1 Kg (One Kilogram) | |
| 283 | 3.83 | 400 mm SLV in 400 mm Main (5 No) | |||
| 284 | 3.84 | 400 mm dia. DI.F/skt Tail piece | 905 | 1 Kg (One Kilogram) | |
| 285 | 3.85 | 500 mm SLV in 500 mm Main (6 Nos) | |||
| 286 | 3.86 | 500 mm dia. DI.F/skt Tail piece | 829 | 1 Kg (One Kilogram) | |
| 287 | 3.87 | 200 mm SLV in 200 mm Main (2 Nos) For Transmission Mains | |||
| 288 | 3.88 | 200 mm dia. DI.F/skt Tail piece | 117 | 1 Kg (One Kilogram) | |
| 289 | 3.89 | 350 mm SLV in 350 mm Main (1 No) For Transmission Mains | |||
| 290 | 3.9 | 350 mm dia. DI.F/skt Tail piece | 128 | 1 Kg (One Kilogram) | |
| 291 | 3.91 | Air Valves | |||
| 292 | 3.92 | 50 mm dia. DAV in 100 mm dia. OD DI main (9 Nos) | |||
| 293 | 3.93 | 100x100x50 mm dia.DI Air valve A/F Tee | 60 | 1 Kg (One Kilogram) | |
| 294 | 3.94 | 80 mm dia. DAV in 200 mm dia. OD DI main (1 Nos) | |||
| 295 | 3.95 | 200x200x80 mm dia.DI Air valve A/F Tee | 39 | 1 Kg (One Kilogram) | |
| 296 | 3.96 | Construction of Masonry valve pit for fixing the following sizes of all valves as per the type design. The foundation shall be in PCC M10 and brick work in CM 1:5 plastering in CM 1:3, 12mm thick and the pit provided with 100mm thick RCC M20 mix, cover slab. The rate should include earth work excavation in various soils met with at the site of work, refilling the pit after the construction of the pit, providing cut stone set, cost of steel reinforcement fabrication charges etc. complete as per drawings and excluding the cost of valves CI pipes specials etc. complete as per standard specification and as directed by the Departmental Engineers. | |||
| 297 | 3.97 | Sluice Valve, PRV's and Inlet & outlet flow meters | |||
| 298 | 3.98 | 100 mm | 158 | 1 No (One Number) | |
| 299 | 3.99 | 150 mm | 27 | 1 No (One Number) | |
| 300 | 4 | 200 mm | 20 | 1 No (One Number) | |
| 301 | 4.01 | 250 mm | 7 | 1 No (One Number) | |
| 302 | 4.02 | 300 mm | 11 | 1 No (One Number) | |
| 303 | 4.03 | 350 mm | 3 | 1 No (One Number) | |
| 304 | 4.04 | 400 mm | 13 | 1 No (One Number) | |
| 305 | 4.05 | 500 mm | 18 | 1 No (One Number) | |
| 306 | 4.06 | 200 mm (For Transmission main up to OHT in Vidyanagar & Ammapetai) | 2 | 1 No (One Number) | |
| 307 | 4.07 | 350 mm (For Transmission main up to OHT in Kitchipalyam) | 1 | 1 No (One Number) | |
| 308 | 4.08 | Scour Valve | |||
| 309 | 4.09 | 100 mm | 11 | 1 No (One Number) | |
| 310 | 4.1 | Air Valve | |||
| 311 | 4.11 | 50 mm | 4 | 1 No (One Number) | |
| 312 | 4.12 | 80 mm | 1 | 1 No (One Number) | |
| 313 | 4.13 | House Service Connection | |||
| 314 | 4.14 | Providing, with suitable dia non corrosive engineering plastic moulded Clamp Saddle with SS 304 threaded metal inserted for tapping outlet suiting for ½”, 3/4” &1” clear bore and with wide plastic strap (Engineering Plastic) with SS 304 suitable bolts & nuts. Saddle to have sealing of Thermo plastic elastomeric (TPE) material around shall as detailed in a drawing furnished. including other related required fittings for HSC with uPVC ball valve including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete | |||
| 315 | 4.15 | 15 mm connection (1/2") | 27145 | 1 No (One Number) | |
| 316 | 4.16 | 20 mm connection (3/4") | 332 | 1 No (One Number) | |
| 317 | 4.17 | 25 mm connection (1") | 221 | 1 No (One Number) | |
| 318 | 4.18 | Common items for HSC connection | |||
| 319 | 4.19 | Brass Ferrule as per IS 319 grade of sizes 15mm, 20mm and 25mm size and threaded as per IS:1554 BSPT, ISO:7-1 to suit the corresponding bore\nsizes of 15mm, 20mm and 25mm dia size (1/2", 3/4" and 1") in the saddle Connection, as per IS:1554 BSPT, ISO:7-1 including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete \n\n\n\n\n | |||
| 320 | 4.2 | 15 mm connection (1/2") | 27145 | 1 No (One Number) | |
| 321 | 4.21 | 20 mm connection (3/4") | 332 | 1 No (One Number) | |
| 322 | 4.22 | 25 mm connection (1") | 221 | 1 No (One Number) | |
| 323 | 4.23 | Poly Propylene compression Female Threaded Adaptor with metal insert of \nSS 304 as per standards ISO 14236 and Tested as per BS 6920 in WRC-NSF LTD, UK for connecting 15mm, 20mm and 25mm outlet points of Brass \nferrule of sizes 15mm, 20mm and 25mm respectively.including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete \n\n\n | |||
| 324 | 4.24 | 15 mm connection (1/2") | 27145 | 1 No (One Number) | |
| 325 | 4.25 | 20 mm connection (3/4") | 332 | 1 No (One Number) | |
| 326 | 4.26 | 25 mm connection (1") | 221 | 1 No (One Number) | |
| 327 | 4.27 | Poly Propylene 90 Degree compression Elbow with Compression Joint at both ends as per standards ISO 14236 and Tested as per BS 6920 in WRC-NSF LTD, UK suitable for 15 mm, 20 mm and 25 mm OD MDPE pipes including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete | |||
| 328 | 4.28 | 15mm (1/2”) | 27145 | 1 No (One Number) | |
| 329 | 4.29 | 20mm (3/4”) | 332 | 1 No (One Number) | |
| 330 | 4.3 | 25 mm (1”) | 221 | 1 No (One Number) | |
| 331 | 4.31 | Poly Propylene compression Female Threaded Elbow with metal insert of SS 304 as per standards ISO 14236 and Tested as per BS 6920 in WRC-NSF LTD, UK suitable for 15 mm, 20 mm and 25 mm OD MDPE pipes including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete | |||
| 332 | 4.32 | 15mm (1/2”) | 27145 | 1 No (One Number) | |
| 333 | 4.33 | 20mm (3/4”) | 332 | 1 No (One Number) | |
| 334 | 4.34 | 25mm (1”) | 221 | 1 No (One Number) | |
| 335 | 4.35 | Poly Propylene compression Male Threaded Adaptor with metal insert of SS 304 as per standards ISO 14236 and Tested as per BS 6920 in WRC-NSF LTD, UK including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete | |||
| 336 | 4.36 | 15mm (1/2”) | 27145 | 1 No (One Number) | |
| 337 | 4.37 | 20mm (3/4”) | 332 | 1 No (One Number) | |
| 338 | 4.38 | 25mm (1”) | 221 | 1 No (One Number) | |
| 339 | 4.39 | MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete | |||
| 340 | 4.4 | 15mm (1/2”) | 190015 | 1 M (One Running Meter) | |
| 341 | 4.41 | MDPE PE 80 PN12.5 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete | |||
| 342 | 4.42 | 20mm (3/4”) | 2324 | 1 M (One Running Meter) | |
| 343 | 4.43 | 25mm (1”) | 1547 | 1 M (One Running Meter) | |
| 344 | 4.44 | U PVC ball valve with one side compression end and other side female end as per ISO 4422-4 and Tested as per BS 6920 in WRC-NSF LTD, UK,size : 20mm ODx1/2", 25 mm OD x 1/2" and 32 mm OD x 3/4" including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete | |||
| 345 | 4.45 | 15mm (1/2”) | 27145 | 1 No (One Number) | |
| 346 | 4.46 | 20mm (3/4”) | 332 | 1 No (One Number) | |
| 347 | 4.47 | 25mm (1”) | 221 | 1 No (One Number) | |
| 348 | 4.48 | 15mm (1/2”) | 27145 | 1 No (One Number) | |
| 349 | 4.49 | 20mm (3/4”) | 332 | 1 No (One Number) | |
| 350 | 4.5 | 25mm (1”) | 221 | 1 No (One Number) | |
| 351 | 4.51 | Supply, delivery & fixing of 304G stainless steel body 15 mm dia BSP threaded flow control valve with minimum operation head of 10 cm and designed pressure levels of 3m head to 12 meter head suitable for 10 lpm flowrate and ends suitable to fix with MDPE pipes. including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete | 27698 | 1 No (One Number) | |
| 352 | 4.52 | Supply, laying and jointing of GI pipe of class A for encasement of MDPEservice pipe as per specification and as directed by the Engineer for item 3.9 and 3.11. including all cost & conveyance to site etc. as per standard specification and as directed by Departmental Engineers etc complete | |||
| 353 | 4.53 | 15/20 mm connection with 40 mm GI pipe | 55396 | 1 M (One Meter) | |
| 354 | 4.54 | Pipe Crossings (National/Satehighways (NH/SH), Railways & Nallaha) | |||
| 355 | 4.55 | Supply and Delivery of MS pipes of preferred dimensions ranging from 168.30mm OD to\n2540mm OD having 2.6mm to 25mm thickness as per Table- 5 of IS 3589/2001\nfabricated with Fe410 grade steel conforming to IS 3589:2001 and other allied codes Pipes shall be internally lined with plant applied Food Grade Liquid epoxy coating of minimum dry film thickness (DFT)of 406 microns as per Annex -B ,Clause- 1.2 of IS 3589:2001 and Installation of pipe HDD method including preparing and setting up the plant and equipment, preparing new pipe work material, installing new pipe work and commissioning system or making the system ready for commissioning by HDD operation 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 alingment, proper disposal of drilling fluid and back fill of the site after completion all inclusive as per IndSTT:101-2007: Code of Practice for Horizontal Directional Drilling Technique suiting Indian Conditions. (Railway Crossings) | |||
| 356 | 4.56 | At Zone-31 - Hanging Garden | |||
| 357 | 4.57 | For 450 mm dia DI pipe with 700 mm dia MS pipe Encasement | 25 | 1 M (One Meter) | |
| 358 | 4.58 | For Jointing of 450 mm dia DI pipe with 700 mm dia MS pipe Encasement | 5 | 1 No (One Number) | |
| 359 | 4.59 | At Zone-43A - Ayyasami Park | |||
| 360 | 4.6 | For 100 mm dia DI pipe with 300 mm dia MS pipe Encasement | 25 | 1 M (One Meter) | |
| 361 | 4.61 | For Jointing of 100 mm dia DI pipe with 300 mm dia MS pipe Encasement | 5 | 1 No (One Number) | |
| 362 | 4.62 | PROVISION FOR BT ROAD RESTORATION | |||
| 363 | 4.63 | Construction of granular sub-base (GSB) using Grade-I materials of table 400-1of Morth with minimum CBR 30 spreading in uniform layers with mortor grader on [reparaed surface, mix in place method at OMC and compacting with vibratory roller to achieve the desired density,including all labour charges etc., complete as per specifications and as directed by departmental officers. Morth-Rev V No.111, 112,401,900.\n | 37427 | 1 m3 \n(One Cubic meter) | |
| 364 | 4.64 | Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam (WMM) specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications and as per clause 406 of MORTH specifications.\n\n\n | 28070 | 1 m3 \n(One Cubic meter) | |
| 365 | 4.65 | Providing and applying primer coat of 7kgs/10sqm over WMM Surface treated with primer using 7kgs of bituminuous Emulsion (SS) for 10 sqm area including cost of bituminuous binder as prime coat manually etc., complete as per 502 of MORTH REv-5 specifications. | 187135 | 1 m2\n(One Square meter) | |
| 366 | 4.66 | Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver required temperature for uniform thickness of 50mm with site,spreading the mix in sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5\n\n | 8422 | 1 m3 \n(One Cubic meter) | |
| 367 | 4.67 | Providing and laying tack coat of 2.5kgs/10 sqm over the BT surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Specifications | 187135 | 1 m2\n(One Square meter) | |
| 368 | 4.68 | Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm graded 0.26 cum of 2.36 mm & below metal with 46.28 kgs of 0.26 cum of 2.36 mm & below metal with 46.28 kgs of 60/70 bitumen & 4.02Kg of Plastic waste (Total-50.30 kg) nd for premixing per 10 sqm including cost and aconveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other toolsand plants required,including all other incidental charges\n | 5614 | 1 M (One Running Meter) | |
| 369 | 4.69 | Restoration of Cement Concrete roads. | |||
| 370 | 4.7 | Providing and laying in position Plain cement concrete 1:2:4 mix (One cement two sand and four aggregate) using 20mm size ISS gauge HBBG metal including mixing, laying, consolidating, curing, cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification | 2813 | 1 m3 \n(One Cubic meter) | |
| 371 | 4.71 | Providing and laying in position Plain cement concrete 1:3:6 mix (One cement three sand and six aggregate) using 20mm size ISS gauge HBBG metal including mixing, laying, consolidating, curing, cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification | 2836 | 1 m3 \n(One Cubic meter) | |
| 372 | 4.72 | Provision of Fire Hydrant Arrangement (Above ground type) | |||
| 373 | 4.73 | Supplying,Installation,testing & commissioining brand new ductile Iron GGG 40/ GGG 50 Fire hydrant above ground installation type of dia. as s hown below of PN 16 with Flange End connection EN 1092-2, with two outlets ports complying to international/IS standard with all lead & lift | 25 | 1 No (One Number) | |
| 374 | 4.74 | Supply and delivery of the following dia of DI pipes of class K7 conforming to IS:8329/2000, as specified in the Technical specifications in standard length including labour charges for loading, unloading and stacking at site etc., complete as per standard specifications and as directed by the Departmental Engineers. | |||
| 375 | 4.75 | 100 mm | 125 | 1 M (One Running Meter) | |
| 376 | 4.76 | Jointing and testing of DI Socket / Spigot class K-7 pipes and specials to the required pressure including the cost of conveyance of water for filling during testing (icluding cost of jointing materials). | |||
| 377 | 4.77 | 100 mm | 100 | 1 No (One Number) | |
| 378 | 4.78 | Conveyance of materials by mechanical transport i/e loading of material from stock yard & conveyance of same to site & unloading it. and as directed by the Departmental Engineers. | |||
| 379 | 4.79 | Transport for about 8 km | |||
| 380 | 4.8 | 100 mm | 125 | 1 M (One Running Meter) | |
| 381 | 4.81 | Lowering the following DI K7 pipes and specials into trench and laying to proper grade and alignment etc., complete as per standard specifications and as directed by the Departmental Engineers.\n | |||
| 382 | 4.82 | 100 mm | 125 | 1 M (One Running Meter) | |
| 383 | 4.83 | Supply and delivery of the following DI K7 D/F specials of conforming to IS 9523/2000 specifications at site of work including all taxes, duties, loading, transportation, unloading and stacking etc., complete as directed by the Departmental Engineers.\n | |||
| 384 | 4.84 | 100 - 200 mm dia | 225 | 1 Kg (One Kilogram) | |
| 385 | 4.85 | Supply and delivery of DI D / F (Soft Seated) resilient seated soft sealing Gate Valves (Sluice Valves / Scour Valves) as per following sizes with body bonnet of ductile cast iron of grade GGG 40, wedge fully rubber lined with EDPM, replaceable spindle nut, without gland packing and with 3 O-ring protection on the shaft and seals of NBR and with replaceable stem nut and the valves should be of vacuum tight and 100 % leak proof with face to face dimensions as per BS 5163 - 89 / IS 14846 - 2000 / DIN 3202 F4. All the valves should be with Electrostatice powder coating both inside and outside pocket less less straight thro body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16. | |||
| 386 | 4.86 | 100 mm | 25 | 1 No (One Number) | |
| 387 | 4.87 | Supply and delivery of the following dia of DI pipes of class K7 conforming to IS:8329/2000, as specified in the Technical specifications in standard length including labour charges for loading, unloading and stacking at site etc., complete as per standard specifications and as directed by the Departmental Engineers. | |||
| 388 | 4.88 | 150 mm dia Class K-7 (For valve key operation in buried condition) | 50 | 1 M (One Running Meter) |
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