Construction of Boundary wall, Shed, Room and Chabutara of Shamshan Ghat in Village-Bulandkheda, Greater Noida.

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Tender Inviting Authority: GREATER NOIDA INDUSTRIAL DEVELOPMENT AUTHORITY

Name of Work: Construction of Boundary wall, Shed, Room and Chabutara of Shamshan Ghat in Village-Bulandkheda, Greater Noida.

Contract No: SM/(E-tender cell)/2026/717 DATED : 13.02.2026

Sl. No. 0 Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar. (DSR-18/15.7.4) 0.0000 Cum 0.9999 Excess(+) Full Conversion INR

Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : (DSR-18/15.24) 0.9999 Cum 0.0000 Excess(+) Full Conversion INR

Relaying of interlocking tiles available at site including supply of all labour material T&P etc. completed as per directed by Engineer-in-charge (AR/GNIDA) 0.9999 Cum 0.9999 Excess(+) Full Conversion INR

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (DSR-18/15.3) 0.0000 Cum 0.0000 Excess(+) Full Conversion INR

Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated 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 incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR/251 (A)/4.1.1) 0.0000 Cum 0.0000 Excess(+) Full Conversion INR

Cartage of earth or fly ash when added to schedule item no. 253 : 1st Km. (if lead is beyond ½ Km) SOR-20/261(b)) 0.0000 Cum 0.0000 Excess(+) Full Conversion INR

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: lead upto of 5.00KM (MORTH--20/305/3.18) 0.0000 Sqm 0.0000 Excess(+) Full Conversion INR

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) 0.0000 Sqm 0.0000 Excess(+) Full Conversion INR

Cement concrete with 4cm gauge Approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work

8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) 0.0000 Cum 0.0000 Excess(+) Full Conversion INR

Providing and laying 80mm thick ISI mark Factory made cement concrete interlocking Paver block made by block making machine with strong vibratory compaction of approved size, Zig Zag shape, laid in grey colour of M-40 and pattern over and including average 50mm compacted bed and fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with GNIDA/A.R. 0.0000 Sqm 0.0000 Excess(+) Full Conversion INR

M-150 brick work in 1:6 cement & fine sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303) same as item no 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. (SOR-20/305) Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A)) 0.0000 Cum 0.0000 Excess(+) Full Conversion INR

M-150 brick work in 1:6 cement & fine sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303) Same as item no 303 but in 1:4 one cement & four fine send of 1.25 F.M. mortar (SOR-20/305) Same as item no 305 but in 1:4 on cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A)) As item 303 to 307 above but in superstructure including necessary Cutting & moulding of brick as required thickness of wall not to be less than 1½ brick. Add extra labour to above items. (SOR-20/309/6.07) As in item 309 above but for walls of one brick thick, add for extra labour to the rate of item no. 309 (SOR-20/310/6.08) 0.0000 Cum 0.0000 Excess(+) Full Conversion INR

Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II)

RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) 0.9999 Cum 0.9999 Excess(+) Full Conversion INR

Furnishing and placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M-25 Using Batching Plant, Transit Mixer and Concreter Pump. For T-Beam & slab, Height upto 5m. (MORTH-20/14.01/Case(ii)/(P) 0.9999 Cum 0.0000 Excess(+) Full Conversion INR

Sand filling in plinth including supply of necessary quantitiy of sand from a distance not exceeding 8Kms from the site of work and including watering, dressing etc. labour and T & P etc. required for the proper complition of the work. Saplings of girth upto 30cm. measured at a height of 1 M above ground level and removal of rubbish upto a distance of 50m out side the periphery of area cleared. (SOR-20/255) 0.0000 Cum 0.0000 Excess(+) Full Conversion INR

Providing wall putty on new surface with approved quality material of Berger/J.K./Birla or similar make 2 coats.(SOR-20/662 New Item) 0.0000 Sqm 0.0000 Excess(+) Full Conversion INR

12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2) 0.0000 Sqm 0.0000 Excess(+) Full Conversion INR

15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) (DSR-18/13.5.2) 0.0000 Sqm 0.9999 Excess(+) Full Conversion INR

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-20/279) Same as above item no 279 but with 2cm gauge stone grit instead of 4cm gauge stone ballast. (SOR-20/279(a) 0.0000 Cum 0.0000 Excess(+) Full Conversion INR

Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/D/Case-II)

PCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/D/Case-II) 0.9999 Cum 0.0000 Excess(+) Full Conversion INR

Finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. (SOR-20/660) Same as item 660 but for weather coat (Asian or Berger Brand) (SOR-20/662/new item) 0.0000 Sqm 0.0000 Excess(+) Full Conversion INR

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. (DSR-18/10.25)

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (DSR-18/10.25.2) 0.0000 Kg 0.9999 Excess(+) Full Conversion INR

Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. paint to be used should confirm ISI no. 105/106/133-1950 (SOR-20/647/15.07)

As in item (647) above but for every subsequent coat on previously treated surface. (SOR-20/648) 0.0000 Sqm 0.0000 Excess(+) Full Conversion INR

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (DSR-18/12.1)

1.00 mm thick with zinc coating not less than 275 gm/m² (DSR-18/12.1.1) 0.9999 Sqm 0.0000 Excess(+) Full Conversion INR

Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete upto plinth level

Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) 0.9999 Kg 0.0000 Excess(+) Full Conversion INR

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.

(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :

With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (DSR-18/22.7.1) 0.0000 Sqm 0.9999 Excess(+) Full Conversion INR

Unbranded Bench coating garden touch, capacity 3 seater (AR/GNIDA) 0.0000 Each 0.0000 Excess(+) Full Conversion INR

Labour cess and GST will be paid extra as per Govt. orders.

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