Greater Noida Industrial Development Authority-GNIDA has published Tender For Providing And Laying Interlocking Tiles And Drain Work In Village Jaitpur Vaishpur, Greater Noida (Balance Work).. Submission Date for this Tender is 26-03-2024. Drainage Tenders in noida Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | BOQ |
| 2 | Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming ofexcavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only Depat 0.00-1.50M below ground level (SOR-2020/251a) |
| 3 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-281) |
| 4 | PWD SPECIFICATION NO-5.4.3 |
| 5 | construction of embankment with approved material obtained from borrow pits with all lifts and leads transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300-2 (MORTH-305) |
| 6 | Demolising brick work manually by mechanical means including stacking of serviec cable material and disposal of unservicable material with in so metar read as per dxn of engineer in charge. |
| 7 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. (DSR-18/11.2) |
| 8 | Providing and laying 80mm thick ISI mark factory made Cement Concrete interlocking concrete paver blocks making machine with strong vibratory compaction of approved size, design, shape laid in required colour and pattern over and including Average 50mm thick compacted bed coarse sand and filling the joints with fine sand by using plate vibrator, filling the joints with sand all complete all as per direction of Engineer- in-Charge with conforming to IS-15658 & IRC:SP:63. (A.R./ GNIDA) |
| 9 | M-150 brick work in 1:4 one cement and four coarse sand 2.20 F.M. mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a) |
| 10 | 12 mm cement plaster of mix |
| 11 | 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2/A.R) |
| 12 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work.(SOR-2020/279(a)) |
| 13 | Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & manual placing .(MORTH-9.06 E/Case-II) |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(Sail Steel) |
| 15 | Thermo-Mecanically treated bars (DAR/5.22.6 Based on UPPWD/SOR-2020) |
| 16 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches.(Where machine con not reach/move) for building work only (SOR-2020/251(a)) |
| 17 | Providing, laying, jointing and testing of PVC pipe (Finolex make ring fit) of following dia 6Kg/Cm2 including all specials & fittings etc. as required for proper completion of work (The contractor has to arrange the source of water and require head for testing). (AR/GNIDA) |
| 18 | 90mm DIA |
| 19 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. :External work :15 mm dia nominal bore. (DSR-18/18.12.1/ AR) |
| 20 | Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 15mm nominal bore (DSR-18/18.46.1/ AR) |
| 21 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main 15mm nominal bore (DSR-18/18.20.1/SOR) |
| 22 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches.(Where machine con not reach/move) for building work only (SOR- 2020/251(a)) |
| 23 | Supply of ISI marked RCC S&S NP-3 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings. |
| 24 | 250mm dia NP-2 Pipe |
| 25 | LayingNP-2 R.C.C S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.(DSR-18/19.6.3) |
| 26 | 250mm dia NP-2 Pipe |
| 27 | Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-2 pipe of following diameter including centring shuttering but excluding excavation. (AR/GNIDA) |
| 28 | 250mm dia NP-2 Pipe |
| 29 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : |
| 30 | 0.91 m deep with SFRC cover and frame (heavy duty, HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) (DSR18/19.9.1.1) |
| 31 | Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 1.68 m to 2.29 m With common burnt clay F.P.S. (non modular) bricks of class designation 150 (DSR-18/19.10.1) |
| 32 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) complete as per design. (DSR-18/19.16) |
| 33 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches.(SOR-2020/251(a)) |
| 34 | Supply of ISI marked RCC S&S NP-2 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings. (AR/GNIDA) |
| 35 | 150mm dia NP-2 PIPE/AR |
| 36 | Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-2 pipe of following diameter including centring shuttering but excluding excavation.as per approved |
| 37 | 150mm dia NP-2 PIPE/AR |
| 38 | Laying NP-2 R.C.C. S&S pipes jointed with stiff mixture cement mortar in proportion of 1:2 (1cement: 2 fine sand) including testing of joints etc.(DSR-18/19.6.2) |
| 39 | 150mm dia NP-2 PIPE |
| 40 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 100 |
| 41 | P/L S.W. intercepting trap in manholes with stiff mixture of cement mortar 1: 1. (1 cement: 1 fine sand).(DSR-18/19.34.2) |
| 42 | 150mm dia |
| 43 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 44 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR-18/10.25.2) (Sail Steel) |
| 45 | Labour Cess will be paid extra as per applicable |
| 46 | GST will be paid extra as per applicable |
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