Tender For Work Of Annual Sweeping And Cleaning Of Residential Area Of Lower Zone At B.Puram Hpp Tehri.
Tender Value
31.48 Lakhs
Estimated cost
Bid Submission
21 Sep 2026
8 days left
EMD
63000
Bank guarantee accepted
Document Fee
1770
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tehri Garhwal → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Work Of Annual Sweeping And Cleaning Of Residential Area Of Lower Zone At B.Puram Hpp Tehri.
BOQ
| Sl. No. | Item Description |
| 1 | Sweeping & Cleaning |
| 2 | Sweeping & Cleaning of colony area and removal of sweeped materials i/c of all labour, material, T&P required for proper completion of the work. (Two times in one week) |
| 3 | Cleaning of drain small size (300x150mm) including disposal of sludge up to 1.5 m and lead up to 30.0 m etc. (Two times in one month) |
| 4 | Cleaning of Nala size (1.2x1.0x1.0 mtr) including disposal of sludge up to 1.5 m and lead up to 30.0 m etc. (One time in three month) |
| 5 | Cleaning of seewer line chamber i/c disposal of sludge out side from colony area. |
| 6 | Cleaning of Kitchen chamber (0.40x0.45x0.60) i/c disposal of sludge out side from colony area. |
| 7 | Collection of garbage from door to door for its disposal near mukari by mechanical transport. |
| 8 | 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 50 m outside the periphery of the area cleared.(Two time in one year) |
| 9 | Dismentling/Demolishing |
| 10 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). |
| 11 | Demolishing brick work 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. In cement mortar. |
| 12 | Earth work |
| 13 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5m, as directed by Engineer-in- Charge: All kinds of soil |
| 14 | 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 upto 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. |
| 15 | Disposal |
| 16 | Disposing of the collected garbage at Mukari dumping point through mechanical transport including cost of loading & unloading.(Distance -7.00 Km) |
| 17 | Disposal of Building Rubbish lead upto 5.0 km by mechanical means. |
| 18 | Disposal of Earth lead upto 5.0 km by mechanical means. |
| 19 | Concrete Work |
| 20 | P/L 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 (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 21 | P/L 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) |
| 22 | R.C.C Work |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girder and cantilever etc. |
| 25 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 26 | P/L in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement RCC 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) All work up to plinth level. |
| 27 | Brick work |
| 28 | Brick work (230mm thik) with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 29 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. In Cement mortar 1:4 (1 cement :4 coarse sand) |
| 30 | Plaster Work |
| 31 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 32 | Drainage Work |
| 33 | Providing 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. Single socketed pipes. |
| 34 | 110 mm diameter |
| 35 | 160 mm diameter |
| 36 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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. Bend 87.5° |
| 37 | 110 mm bend |
| 38 | 160 mm bend |
| 39 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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