IndianOil Adani Gas Private Limited-IOAGPL has published Tender For Construction Of Boundary Wall And Associated Civil Works At City Gate Station In Kashipur Under Udham Singh Nagar Ga. Submission Date for this Tender is 10-11-2023. Wall Construction Tenders in kashipur Uttarakhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | EARTH FILLING Supplying and filling imported earth of approved quality in layers not exceeding compacted thickness of 200mmincl. Watering ,ramming, compacting, and if required, rolling and re-rolling with power roller , mechanical compactorsof 80KN- 100 KN capacity to achieve maximum compaction, all complete as per direction of Engg.-In- Charge. The earth should be free from weeds, grass and other objectionable debris. Black Cotton soil shouldn"t be used. Measurement basis compacted thickness only. Rate shall include conducting compaction test to achieve optimum moisture conditions to give at least 95% of the maximum dry density (Proctor Density). Contractor to submit test reports for OMC, MDD (Proctor Density). Obtainingstatutory permission for arrangement of loose good earth shall be in the scope of the contractor. |
| 2 | BRICK AGGREGATE SOLING Brick soling with over burnt brick aggregate of desired thickness including breaking brick bats to desired size of 45 to 90mm including murrum, watering and compacting and levelling. Measurement basis compacted thickness only. |
| 3 | PCC 1:4:8 Providing and layingPCC 1:4:8 using 40 mm and down size graded stone aggregates including machine mixing, providing formwork if required, placing, compacting by hand ramming ,mechanical compaction, curing etc complete. |
| 4 | PCC 1:2:4 FOR COPING Providing and laying 62.50 mm average thickness coping in CC 1:2:4 mix using 6 to 12 mm stone aggregate with 30 mm projection on either side of wall with drip mould. Rate to include 20 mm thick plaster in cm 1:4 for fixing of glass pieces including mixing, providing necessary shuttering, compaction and curing.The thickness of coping at the outer end shall be 50 mm , 62.50 mm at centre and 75mm at the inner side of wall. |
| 5 | RCC1:1.5:3- FOOTING / PEDESTAL/ COLUMN/ PLINTH BEAM Providing , mixing and placing REINFORCEMENT CEMENT CONCRET 1:1.5:3 mix using 20 mm and down size graded crushed aggregateincluding providing and fixing necessaryplywood /steel shuttering , scaffolding, bracing, machine mixing, compacting by vibrators, curing, hacking the surface to receive plaster etc. complete. Rate shall be exclusive of the cost of steel reinforcement, which will be paid under a separate item. Concrete conformingto relevant specifications of IS 456- Latest Edn. 7&28 day cube test report to be submitted by the Contractor for all elements i.e Footing/Pedestal/Column/Beam. |
| 6 | STRUCTURAL STEEL Supplying , erecting and fixing in position Pre- fabricated steel structures using structural steel sections ISMB/ISMC/ISA /MS Sheet/MS Flat/Plate/hardwaresconforming to IS:2062 & Chain link Fencing, including cutting, welding or bolting, supply of bolts/nuts/washers etc., complete as per drawings including surface preparation and applying one coat of Zinc Phosphate Primer before erection, one coat after erection and two coats of synthetic enamel paint as per specification after erection and all materials and labour complete. The rate quoted shall include cost of bolts, nuts, washers, welding and electrodes and any other consumables required for completing the work. Nutbolts shall not be considered for payment.Theoretical wight of steel sections shall be considered for payment. |
| 7 | REINFORCEMEN T STEEL Supply ,fabrication, hoisting and placing in position HYSD reinforcement bars conforming to IS1786 -Latest Edition Minimum Grade FE 415 or higher grade TMT bars of same grade as per detailed drawing and specifications including cutting, bending, cranking and tying with 18 SWG black annealed binding wire complete. The rates shall be applicable for all heights and depths. Payment shall be made as per reinforcement drawings and with theoretical weights only including all authorised laps. No paymenst shall be made for chairs, spacers & hooks.Weight of Binding wire shall not be considered for payment. |
| 8 | BRICK MASONRY WORKS : Providing and constructing following brick masonry in CM 1:5 using first quality bricks of Class designation 10 (100 KG / SQCM minimum) and conforming to IS-1077-1986 including providing all openings and projections , raking the joints to 1 cm deep, scaffolding, soaking of bricks in water prior to use and curing etc complete as per specifications. for Boundary wall and superstructure above Plinth levelincluding scaffolding. Test reports for bricks as per IS 1077 -1986 to be submitted by Contractor. |
| 9 | WEEP HOLES Providing, fabricating and installing in place, 50 mm diaPVC Pipes (4 KG / Sqcm) of various lengths as per approved drawing & at places as directed at site on the masonry wall for water drainage with Mesh on Inner side. |
| 10 | SMOOTH PLASTERING- 12MM THK Providing and laying 12mm thick smooth cementplastering in 1:4 CM in single coat to all theinterior/exterior walls including providing necessaryscaffolding, chicken wire mesh atall joints of brick and concretesurfaces with a minimum overlapof 150 mm in all directions and additional thickness if required to achieve perfect line and level, groove cutting without any extra cost. |
| 11 | ACRYLIC EMULSION PAINT (EXTERIOR GRADE)Providing and applying 3 or more coats of acrylic anti fungal cement paint including primer of approved make & shade to all the exterior/interior surfaces as per manufacturer"s specificationsincluding providing necessary scaffolding, curing , etc. complete. If additional coats are required to obtain uniform finish, the same shall be carried out at no extra,cost as directed by Engineer In Charge. |
| 12 | CONCERTINA WIRE Providing and fixing concertina coil fencing with punched tape concertina coil 600mm dia 10metre openable length(total length 90m) having 50 nos. rounds per 6 metre length, upto 3 m height of wall with existing angle iron "Y" shaped placed 1.8 m upto 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of Engineer-in-charge with reinforced barbed tape (RBT)/ Spring core(2.5mm thick)wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478gm/metre. (cost of M.S. angle, C.C.blocks,shall be paid separately) |
| 13 | EXPANISON JOINT Providing and fixing machine moulded aluminium covering of approvedpattern&design,madeoutofmachinecutaluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row ononesideofjointonlyshallbedonewithstainlesssteeldash fastenersof8mmdiaand75mmlongboltincludingproviding aluminium washers 2 mm thick & 15 mm dia , at a staggered pitch of 200mmcentretocentreincludingdrillingholesinthereceiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-charge. |
| 14 | PVC CONDUIT MED.IS9537- 25MM Supplyandlayingrigidnon-flamepropagatingmediumdutyPVC conduit 25 mm dia. (wall thickness 1.6 mm) conforming IS 9537(Part III)includingcuttingchaseswhererequired,allbends,16SWGfish wire, clamps, joineries, fixing on the wall etc. all complete. |
| 15 | EXCAVATION IN EARTH UPTO 1.5 M Excavation for foundation upto required depth below existing ground level up to 1.5 m. depth in any type of soil. Rate to include dressing the sides and bottom, bailing out of water if encountered, shoring, strutting, backfilling after the construction of foundation, trenches/plinth beam etccompacting by the side of the foundation and disposal ofsurplus excavated earth within/outside IOAGPL"s premises to an unobjectionable place,as directed by the Engineer in Charge including spreading, watering and compaction,complete. The measurement of the excavation would be based on actual depth of excavation . |
| 16 | SAND SUPPLY & FILLING Supplying and filling imported earth of approved quality in layers not exceeding compacted thickness of 200mmincl. Watering ,ramming, compacting, and if required, rolling and re-rolling with power roller , mechanical compactorsof 80KN- 100 KN capacity to achieve maximum compaction, all complete as per direction of Engg.-In- Charge. The earth should be free from weeds, grass and other objectionable debris. Black Cotton soil shouldn"t be used. Measurement basis compacted thickness only. Rate shall include conducting compaction test to achieve optimum moisture conditions to give at least 95% of the maximum dry density (Proctor Density). Contractor to submit test reports for OMC, MDD (Proctor Density). Obtainingstatutory permission for arrangement of loose good earth shall be in the scope of the contractor. |
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