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Tender For Erection Construction Of Puf Structure Toilet Block With Septic Or Bio Tank At Goma Bop Of 13Bn Itbp Construction Of Foundation Base Floor Of Puf Structure Septic Tank And Other Development Works, East Sikkim-Sikkim

Indo Tibetan Border Police Force-ITBP has published Tender For Erection Construction Of Puf Structure Toilet Block With Septic Or Bio Tank At Goma Bop Of 13Bn Itbp Construction Of Foundation Base Floor Of Puf Structure Septic Tank And Other Development Works. Submission Date for this Tender is 04-06-2024. Toilet Bathroom Tenders in East Sikkim Sikkim. Bidders can get complete Tender details and download the document.




Tender Notice

43347242
Tender For Erection Construction Of Puf Structure Toilet Block With Septic Or Bio Tank At Goma Bop Of 13Bn Itbp Construction Of Foundation Base Floor Of Puf Structure Septic Tank And Other Development Works
Open Tender
Indian
Sikkim
East Sikkim
04-06-2024

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Tender Details

Erection Construction Of Puf Structure Toilet Block With Septic Or Bio Tank At Goma Bop Of 13Bn Itbp Construction Of Foundation Base Floor Of Puf Structure Septic Tank And Other Development Works

Key Value

Document Fees
Refer document
EMD
INR 9084.0 /-
Tender Value
INR 4.54 Lakhs /-

Attachment

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b3d986cb-df3f-4d31-9afe-6ca0f942ed03.html Tender Notice 0 KB
BOQ_847961.xls Tender Document 0 KB
tenderformgomaaa.pdf Tender Document 0 KB
Tendernotice_1.pdf Tender Document 0 KB

BOQ Items

Name of Work:Erection/construction of PUF structure toilet block with septic/bio tank at Acclm. Thangu of 13th Bn ITBP Lingdum. (SH- Construction of foundation, base floor of puf structure, septic tank and other development works etc.)
Sl. No. Item Description
1Civil Work
2Earth work in excavation by mechanical means (Hydraulic excavator) / manual mean 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. All kinds of soil
3Earth work in excavation by mechanical means (Hydraulic excavator) / manual mean 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. All kinds of soil
4Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 ,
5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size).(cement brand should be Lafarge/ ACC/Ambuja)
7Random 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 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
8Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering and shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).(cement brand should be Lafarge/ ACC/Ambuja)
9Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and medium tensile steel bars.
10Centering and shuttering including strutting, propping etc. for removal of form for Suspended floors, roofs, landing, balconies and access platform.
11P/L D.P.C. 40 mm thick with C.C. (1 cement :2 coarse sand derived from natural sources :4 graded stone aggregate 12.5mm nominal size derived from natural sources).
1212 mm thick cement plaster of mix : 1:6 (1 Cement : 6 coarse sand)
13Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidatedand grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
14Providing and fixing soil, waste and vent pipe : 100mm dia (PVC Pipe)
15Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100 mm dia (S.S)
16Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Upto 35 Sqmm
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