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11 Of Tcd/Sh/2021-22 ) Re-Construction / Restoration Of Collapsed Compound Wall With R.R.Masonry Retaining Wall Behind Type-Ii Staff Quarters Block No. O-11 O-12 In Bsnl Complex At Oakland, Shillong (Meghalaya) Under Ne-1 Telecom Circle.( 3Rd Call), OAKLAND SHILLONG-Meghalaya

Bharat Sanchar Nigam Limited-BSNL has published 11 Of Tcd/Sh/2021-22 ) Re-Construction / Restoration Of Collapsed Compound Wall With R.R.Masonry Retaining Wall Behind Type-Ii Staff Quarters Block No. O-11 O-12 In Bsnl Complex At Oakland, Shillong (Meghalaya) Under Ne-1 Telecom Circle.( 3Rd Call). Submission Date for this Tender is 01-10-2021. Wall construction Tenders in OAKLAND SHILLONG Meghalaya. Bidders can get complete Tender details and download the document.




Tender Notice

29316178
11 Of Tcd/Sh/2021-22 ) Re-Construction / Restoration Of Collapsed Compound Wall With R.R.Masonry Retaining Wall Behind Type-Ii Staff Quarters Block No. O-11 O-12 In Bsnl Complex At Oakland, Shillong (Meghalaya) Under Ne-1 Telecom Circle.( 3Rd Call)
Open Tender
Indian
Meghalaya
OAKLAND SHILLONG
01-10-2021

Tender Details

11 Of Tcd/Sh/2021-22 ) Re-Construction / Restoration Of Collapsed Compound Wall With R.R.Masonry Retaining Wall Behind Type-Ii Staff Quarters Block No. O-11 O-12 In Bsnl Complex At Oakland, Shillong (Meghalaya) Under Ne-1 Telecom Circle.( 3Rd Call)

Key Value

Document Fees
INR 590 /-
EMD
Refer document
Tender Value
INR 590.0 /-

BOQ Items

Name of Work: Re-construction/Restoration of Collapsed compound wall with R.R. Masonary retaining wall behind RCC Type-II staff quarters Block No O-11 and O-12 in BSNL Complex at Oakland, Shillong.(Meghalaya) Under NE-I Telecom Circle( 3rd Call)
Sl. No. Item Description
1Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.
2Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of
3Earth 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.
4All kinds of soil
5Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in- Charge.
6Ordinary rock
7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
81:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size)
9Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
101:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
11Centering and shuttering including strutting, propping etc. and removal of form for :
12Lintels, beams, plinth beams, girders, bressumers and cantilevers.
13Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with :
14a) Cement mortar 1:6 (1 cement : 6 coarse sand).
15Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like.
16a) Cement mortar 1:6 (1 cement : 6 coarse sand).
17Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,
18(i) Single socketed pipes.
19100 mm diameter
2012 mm cement plaster of mix :
21a) 1:6 (1 cement: 6 fine sand)
22Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand
23a) Raised and cut pointing
24Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer -
25Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
26Demolishing stone rubble masonry 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 :
27In cement mortar
28Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured):
29In cement mortar
30Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
31Boulder stone filling behind retaining wall of specified width as per direction of Engineer-in-charge :
32Deduction for using available stones at the site in the RR masonry work item.
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