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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹5.4 L
EMD Value
₹11,000
Closing Date
30 Apr 2025, 6:00 pmClosed
EE(C), CD, Warangal
Executive Engineer (Civil), BSNL Civil Division, Warangal, 2nd floor, KTB, Hanamkonda-506001
Providing and laying drainage pipes, Construction of fallen portion of compound wall and other miscellaneous Civil works in Telephone Exchange compound at Godhavarikani, Karimnagar OA
2025_BSNL_233488_1
NIT No. 38 /NIT/CECTSCZ/HYD/2025
Open Tender
Civil Works
Item Rate
90 days
Godhavarikani, Karimnagar
Please refer Tender documents.
4 documents required · 4 mandatory
₹590
Accounts Officer (Cash), BSNL, Warangal BA
₹11,000
3 May 2025
23 Apr 2025
2 May 2025
23 Apr 2025
30 Apr 2025
23 Apr 2025
23 Apr 2025 - 30 Apr 2025
Amount
1) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.
a) All kinds of soil
2) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
a). All kinds of soil.
3) Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
a) All kinds of soil
b) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
4). Filling with available (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
5) Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.
a) All kinds of soil.
6) Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m.
a) All kinds of soil.
7). Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared.
8) Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
a) Beyond 30 cm girth up to and including 60 cm girth
9)Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a) 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
b) 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
10) Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
a) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
11)Centering and shuttering including strutting, propping etc. and removal of form for :
a)Columns, Pillars, Piers, Abutments, Posts and Struts .
12)Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
13) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in:
a) Cement mortar 1:6 (1 cement : 6 coarse sand)
14) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
a) Cement mortar 1:6 (1 cement : 6 coarse sand)
15) Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
16) Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
a) 40 mm thick with 20 mm nominal size stone aggregate
17) 12 mm cement plaster of mix :
a) 1:6 (1 cement: 6 coarse sand)
18) 15 mm cement plaster on rough side of single or half brick wall of mix :
a) 1:6 (1 cement: 6 coarse sand)
19) Finishing walls with water proofing cement paint of required shade :
a) New work (Two or more coats applied @ 3.84 kg/10 sqm).
20) Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
a)Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
21) Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
22) Labour charges for removing the existing steel gates and Steel grills for raising of the compound wall and fixing the same after raising of compound wall as directed by the Engineer-in-charge.
23) Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
a) 150 mm diameter
24) Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :
a) 150 mm diameter S.W. pipe
25) Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :
a) For pipes 100 to 250 mm diameter
26) Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
RUDRAPELLI SHIVA KUMAR (BID ID -844858)
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