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Const. Of Drain, Road Near Shivana Hotel Near Uco Bank To Gaurav Niwas Chambaghat And Opp. Gurukul School Ramesh Thakur House In Ward No.3. Const. Of Drain, Road Near Shivana Hotel Near Uco Bank To Gaurav Niwas Chambaghat And Opp. Gurukul School Ramesh , M.Corp. Solan-Himachal Pradesh

Municipal Council -MC has published Const. Of Drain, Road Near Shivana Hotel Near Uco Bank To Gaurav Niwas Chambaghat And Opp. Gurukul School Ramesh Thakur House In Ward No.3. Const. Of Drain, Road Near Shivana Hotel Near Uco Bank To Gaurav Niwas Chambaghat And Opp. Gurukul School Ramesh . Submission Date for this Tender is 10-08-2021. Drainage Tenders in M.Corp. Solan Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

28695728
Const. Of Drain, Road Near Shivana Hotel Near Uco Bank To Gaurav Niwas Chambaghat And Opp. Gurukul School Ramesh Thakur House In Ward No.3. Const. Of Drain, Road Near Shivana Hotel Near Uco Bank To Gaurav Niwas Chambaghat And Opp. Gurukul School Ramesh
Open Tender
Indian
Himachal Pradesh
M.Corp. Solan
10-08-2021

Tender Details

Const. Of Drain, Road Near Shivana Hotel Near Uco Bank To Gaurav Niwas Chambaghat And Opp. Gurukul School Ramesh Thakur House In Ward No.3. Const. Of Drain, Road Near Shivana Hotel Near Uco Bank To Gaurav Niwas Chambaghat And Opp. Gurukul School Ramesh Thakur House In Ward No.3.

Key Value

Document Fees
INR 500 /-
EMD
INR 6100.0 /-
Tender Value
INR 2.44 Lakhs /-

BOQ Items

Name of Work: C/o Drain , Road near Shivana hotel near UCO bankto Gaurav niwas chambaghat and opp. Gurukul school ramesh Thakur house in ward no 3.
Sl. No. Item Description
1Earth work in surface excavation not exceeding 30 cm in (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.Ordinary rock
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)
3Providing 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, (i) Single socketed pipes.200 mm diameter
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)
5Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
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