Goa Industrial Development Corporation Tender
View complete overview of Goa GIDC Tender
Costs
EMD
₹ 2,66,850Document Cost
₹ 8,000Tender Fee
₹ 6,000
Description
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Contact
Tender Id
2024_GIDCo_16543_1Tender No
GIDC/GM (E)/Tender Notice/2024-25/A-2/A/1Tender Authority
Goa Industrial Development Corporation ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
Cable Duct Across the Road (Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.) (i) Single Row for one utility service
60
336060
5601
Supplying and stacking laterite stones of size 150-200mm (constractor`s stone) for soling at site.
659
883534
1340.72
Laying stone soiling including packing with smaller stone and consolidation with road roller including spreading, watering and consolidating of binding material murrum or earth etc. (payment to be made for quantity of only soiling stone used excluding binding material)
659
343747
521.62
Supplying and stacking of (contractor`s material) Murrum at site having P.I. value not more than 6
132
71355
540.57
Laying and spreading 6mm thick layer of granular material (gravel or murrum) including watering and rolling with hand roller etc. complete.
132
1057
8.01
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by 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)
220
900020
4091
Prime coat (Providing and applying primer coat with bitumen emulsion 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.)
2195
85605
39
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
2195
30730
14
Providing and laying bituminous macadam with 40-60 TPH hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder to the specified percentage of total mix , transported to site, with all leads laid over a previously prepared surface with sensor paver finisher to the required grade, level and alignment and rolled with smoth wheeled roller and vibratory roller to achieve the desired compaction, using antistripping agent complete as per MoRT&H Specifications Clause 504 Grade-II (19mm nominal size)@ 4% of Bitumen-mix : Antistripping agent @ 0.5% of bitumen content
261
2549709
9769
Providing and laying 30 mm thick Bituminious/Asphaltic concrete with 40-60 batch type HMP producing an average output of 50 tonnes per hour using crushed aggregates of specified gradings Premixed with bituminious binder at 6.5 % by weight of total mix and filler using Antistripping agent transporting the hotmix to work site with all leads and applying a tack coat @f 2.00 kg/10sq.m. with hot bitumen of 80/100 and laying with hydrostatic/hydraulic power finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory or tandem rollers to achieve the desired compaction complete as per MORT&H specifications clause 509 and 503 (a) Antistripping agent @ 0.5% of bitumen content
3725
1832700
492
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level uniform and free from streaks and holes as per MORTH Specification 803
95
44555
469
Raising side shoulders with hard murrum including spreading watering and consolidation : Murrum from borow puit
37.5
17850
476
Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq. m. on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5 m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting, guarding as directed in: Hard rock where blasting prohibited
591
676695
1145
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
124.5
275269
2211
Providing & laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded granitic or basaltic stone aggrt. 40 mm. nominal size) excluding cost of centering, shuttering and finishing in: (a) All works upto plinth level
93.5
578952
6192
Centering & shuttering including Strutting, Propping & removal of forms for :
-
-
-
Vertical surfaces such as retaining walls, return walls, Partitions walls (any thickhness) including attached pilasters, Plinth and stringcourses, Fillets and thelike
1493
715147
479
Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing :
-
-
-
In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level.
149.5
1112579
7442
Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.
224
54880
245
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