Public Works Department-PWD has published Construction Of Sub Base For Providing Fih Approved Global Category Synthetic Hockey Surface I . C Drainage Systems , Water Sprinkler System , Segregation Fencing And Goal Post Etc . Complete. Submission Date for this Tender is 01-07-2020. Building Work Tenders in Akampat SEYO Club Manipur. Bidders can get complete Tender details and download the document.
| Name of Work: Costruction of Mini Sports Complex at Akampat SEYO Club Ground, Imphal East,Manipur [SH:- Construction of Sub-bases for providing FIH approved global category synthetic hockey surface i/c Drainage system, Water sprinkler system, Segregation fencing & Goal post etc.]. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 0.1 | CIVIL COMPONENT: | |||
| 2 | 1 | Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm mixed with water at OMC and then compacted by rolling so as to achieved minimum dry density as given in Table 300-2 for embankment construction. | BI01010001010000000000000515BI0100001113 | 1275.38 | Sqm |
| 3 | 2 | Earth work in rough excavation by mechanical means including loading & unloading lead upto 10 km i/c extra for laying earth as per specification for compaction in 250mm thick loose layers and dressing but excluding rolling & watering by mechanical means i/c extra for watering the earth to bring the earth upto required OMC i/c construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no 300-2. | BI01010001010000000000000515BI0100001114 | 4591.35 | Cum |
| 4 | 3 | Providing laying & compacting granular base/sub-base according to lines, grades& cross-sections by using naturally occurring sand gravel/conforming to IRC Grade II of M.O.S.T. specification free from organic or other deleterious constituents spreading with motor grader and compacted by rolling with power roller of 8 to10 tonnes capacity in layers not exceeding 150 mm (spread thickness)including rolling of the road surface to proper level & grades 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge i/c carriage | 1700.5 | Cum | |
| 5 | 4 | Providing, laying, spreading and compacting stone aggregate to wet mix macadam specification including premixing the material with water to OMC in mechanical mix (Pug Mill), carriage of mixed material by tipper/dumper to site, laying uniform layers in base courses on a well prepared under base and compacting with power vibratory roller to achieve the desired density i/c lighting, guarding, barricading and maintenance of diversion etc. (by mechanical means). i/c carriage charge for a lead of 28 km. | 1700.5 | Cum | |
| 6 | 5 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer using mechanical means (a) WBM/WMM surface @ 0.70 - 1.00 kg/Sqm. | 8502.5 | Sqm | |
| 7 | 6 | Providing and laying bituminous macadam with 40-60 TPH hot mix plant producing an average output of 35 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to side, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Bitumen @ 4%\n(A) Grading II (19mm nominal size) using bitumen 60/70. | 425.13 | Cum | |
| 8 | 7 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom (a) On bituminous surface @ 0.20 - 0.30 kg/Sqm. | 8502.5 | Sqm | |
| 9 | 8 | Providing and laying bituminous concrete with 40-60 TPH batch type hot mix plant producing an average output of 35 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.5% 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\n(A) Grading II (13mm nominal size) using bitumen 60/70. | 425.13 | Cum | |
| 10 | 9 | Providing and laying 60mm thick factory made cement concrete interlocking paver block (Rubber moulded) of M30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per the direction of the Engineer-in-charge. | 1646.39 | Sqm | |
| 11 | 10 | Construction of line drain of section 400 mm wide & 600 mm (average) depth in RCC 1:1:2 (1 cement:1 deo c/sand:2 stone chips) with 8mm dia bar spacing @100c/c both ways i/c providing two parallel holes of 40mm dia @ 450 mm c/c along drain line i/c finishing with 12 mm cement plaster in 1:3 (1cement:3 deo f/sand) at drain wall with 40 mm thick CC 1:2:4 (1cement : 2 deo c/sand : 4 stone chips 20 mm and down size) bed flooring with floating coat of neat cement i/c 150 mm thick base concrete in CC 1:4:8 (1 cement:4 c/sand:8 graded stone aggregate 40 mm nominal size) of 800 mm wide and 100 mm thick i/c earth work etc complete | 517.3 | Rm | |
| 12 | 11 | Providing and fixing GI wiire netting fencing made of 65 mm GI pipe with 2”x2” of 8 SWG hot dip galvanized chain link fixed with split line/wire for tightening angle iron frameworks and frame, etc and complete. a). High fencing | 36 | Sqm | |
| 13 | 11.1 | b). 1.5 m high Fencing | 331.8 | Sqm | |
| 14 | 12 | Providing and Fixing FIH approved dimensions and standard heavy guage aluminium hockey Goals Post Semi- permanent & potable with quick lock net systems for net attachment all complete as per directions and approved of Engineer-in-charge. | BI01010001010000000000000515BI0100001175 | 1 | Pair |
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