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Tender For Construction Of Boundary Wall Around O.H.T In Sector Ecotech-I Extn-I, Greater Noida.Construction Of Boundary Wall Around O.H.T In Sector Ecotech-I Extn-I, Greater Noida., noida-Uttar Pradesh

Greater Noida Industrial Development Authority-GNIDA has published Tender For Construction Of Boundary Wall Around O.H.T In Sector Ecotech-I Extn-I, Greater Noida.Construction Of Boundary Wall Around O.H.T In Sector Ecotech-I Extn-I, Greater Noida.. Submission Date for this Tender is 26-03-2024. Wall Construction Tenders in noida Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42918206
Tender For Construction Of Boundary Wall Around O.H.T In Sector Ecotech-I Extn-I, Greater Noida.Construction Of Boundary Wall Around O.H.T In Sector Ecotech-I Extn-I, Greater Noida.
Open Tender
Indian
Uttar Pradesh
noida
26-03-2024

Tender Details

Construction Of Boundary Wall Around O.H.T In Sector Ecotech-I Extn-I, Greater Noida.Construction Of Boundary Wall Around O.H.T In Sector Ecotech-I Extn-I, Greater Noida. Construction Of Boundary Wall Around O.H.T In Sector Ecotech-I Extn-I, Greater Noida.

Key Value

Document Fees
INR 840 /-
EMD
INR 45000.0 /-
Tender Value
INR 22.05 Lakhs /-

BOQ Items

Name of Work: Construction of Boundary Wall Around O.H.T in Sector Ecotech-I Extn-1, Greater Noida
Sl. No. Item Description
1BOQ-A
2Cleaning Jungles including uprooting of trunk vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared.SOR-CH-4 /4.06 SOR - 259 (i)
3Excavation in Foundation in ordinary soil (Leam Clay or Sand ) including lift upto 1.50 m and lead upto 30 m and including filling watering and ramming of excavated earth into bthe trenches or into the space between the building and the sides of foundation tranches 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 tranches SOR - 251 (a)
4Cement Concrete with 4 cm 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.( As per item sor no. 281)
5M-150 Brick work in 1:4 Cement & Coarse Sand 2.20 F.M mortar in foundation and plinth including supply of matarial, Labour and T&P etc. required for proper completion of the work.1:4 one cement and four coarse sand of 2.20 F.M mortar above but in supersturcture including BASED ON SOR- 305 (a)
6Plain /Reinforced cement concrete in sub structure complete as per drawing and technical specification
7RCC Grade M-25 using batching plant transit mixture & Concrete Pump
8Cement Concrete with 4 cm 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.( As per item sor no. 279)
9M-150 Brick work in 1.6 cement & fine sand 1.25 F.M Mortar in foundation and plinth including supply of all Materials, Labour and T&P ete, required for proper completion of the work. in 1:4 one cement & four coarse sand of 2.20 F.M Mortar above but in superstructure including necessary cutting & moulding of brick as required thickness of walls not be less than I ½ brick Add extra labour to above items. BASED ON SOR- 305(a). 309
10Supply and Fixing of R.C.C. Grill work 9(JALI) of approved pattern & make at site of work in cement concrete consisting of cement, approved coarse sand and 6 mm. nominal size stone grit in the proportion of 1:2:4 & reinforced with 6 mm. dia M.S. wire/bar including cutting & finishing with 1:3 cement and & fine sand of 1.25 fineness modules mortar including including supply of all materials. Labour. Tools & Plants etc, required for proper completion of the work but excluding plaster on jambs. still & soffit of the opening. (1) 5.00 cm. thick. Based On Sor 21.17
11Washed stone grit plaster on exterior walls of height upto 10 metre above ground level, in two layers, under layer 12mm cement plaster 1:4 (1cement: 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand :2 stone chipping 10mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings, complete as per specification and direction of Engineer-in- charge (Payment for providing grooves shall be made separately). BASED ON DAR-18/13.72
12Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :
1315 mm wide and 15 mm deep groove Based on DAR-18/13.73.1
14Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(Sail Steel) based DAR-2018/5.22.6
15Providing wall putty on new surface with approved quality matarial of Berger/J.K / Birla or similar make Two Coat SOR-CH-8/15.22/New Item
16Colour washing one coat using approved Colouring material buff, blue,gray, or brown shade including supply of all matarials labour , Tools, & Plants etc. required for proper completion of the work But two coats SOR-CH-9 / 16.05 (19.0+11.0)
1715 mm cement plaster:
181:6 (1 cement : 6 coarse sand) based DAR-2018/13.5.2
19Total (All above items for 51 Rmt.)
20Total (54.42+34.02+62.83+34.95-5.0)=181.22 (Cost of 1 mtr.= 387137.77/ 51 Rmt. = 7590.94) (Cost of 181.22 mtr.)
21Construction 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.
22Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. (DSR-16.01)
23Dry 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 Based on DAR 18./11.2
24Cement Concrete with 4 cm 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.( As per item sor no. 281)
25Plain /Reinforced cement concrete in sub structure complete as per drawing and technical specification
26RCC Grade M-25 using batching plant transit mixture & Concrete Pump
27Excavation in Foundation in ordinary soil (Leam Clay or Sand ) including lift upto 1.50 m and lead upto 30 m and including filling watering and ramming of excavated earth into bthe trenches or into the space between the building and the sides of foundation tranches 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 tranches SOR - 251 (a)
28Cement Concrete with 4 cm 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.( As per item sor no. 281)
29M-150 Brick work in 1:6 Cement & fine Sand 1.25 F.M mortar in foundation and plinth including supply of matarial, Labour and T&P etc. required for proper completion of the work. But in 1:4 one cementand four coarse sand of 2.20 F.M mortar Based on SOR-305 (a)
3012 mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand) Based on DAR 18/13.4.2
31Cement Concrete with 4 cm 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.( As per item sor no. 279)
32Steel 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.(Sail Steel)
33In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. BASED ON DAR-18 10.25.2
34Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sqm) paint (Birtish antesol or equivalent) including supply of all matarials , labour, Tools & plants etc. required for proper completion of the work . Paint to be used should confirm the ISI Every coat after the first Coat SOR-CH-8/15.05(53.0+21.0)
35Plain /Reinforced cement concrete in sub structure complete as per drawing and technical specification
36RCC Grade M-25 using batching plant transit mixture & Concrete Pump
37Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(Sail Steel) based DAR-2018/5.22.6
38Labour Cesswill be paid extra as per applicable
39GST will be paid extra as per applicable
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