Tender For annual repair & maintenance of Of Sewerage Scheme Rewalsar Town In Np Rewalsar In Tehsil Balh Distt. Mandi (H.P). (Sh:- Construction of Reinforced Cement Concrete Manhole (Size Dia = 0.90, Ht.= 0.90 Mtr., Laying, Jointing, Testing And Carr
Tender Value
3.88 Lakhs
Estimated cost
Bid Submission
04 Aug 2026
8 days left
EMD
7800
Bank guarantee accepted
Document Fee
350
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mandi → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for annual repair & maintenance of Of Sewerage Scheme Rewalsar Town In Np Rewalsar In Tehsil Balh Distt. Mandi (H.P). (Sh:- Construction of Reinforced Cement Concrete Manhole (Size Dia = 0.90, Ht.= 0.90 Mtr., Laying, Jointing, Testing And Carriage Of Di Pipe 150 Mm Dia= 74 Rmt In Ward No.6 Near Head Of Late Sh. Jai Singh Kataria To Near Head Of Sh. Naveen Gupta And Restoration Of cement concrete Path In Ward No. 6 Near Head Of Late Sh. Jai Singh Kataria To Near Head Of Sh. Naveen Gupta). Rs. 388155 /- Only
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads & lifts and shoring strutting, timbering where ever required complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge. (Jumper work 95%, Chiselling (Hard rock) 5% and Pick work 0%) |
| 2 | Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads & lifts and shoring strutting, timbering where ever required complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge. |
| 3 | Jumper work 100 % |
| 4 | Chiselling (Hard rock) 100% |
| 5 | Providing 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) complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge. |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge. |
| 7 | 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 :1:1½:3 (1 Cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge. |
| 8 | Providing 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) including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 10 | Walls (any thickness but not less than 0.10m thicknes) including attached butteresses, pillaster plinth and string courses etc. from top of foundation level upto floor two level within all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. |
| 11 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and cantilever upto floor two level complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. |
| 12 | Edges of slabs and breaks in floors and walls under 20 Cm complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of entering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge. |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge. |
| 15 | Providing and fixing of precast concrete Manhole cover & frame confirming to IS-12593-1988, Part-I and IS-12592-1991, Part-II, 560 mm diameter, (heavy duty circular) complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge. |
| 16 | Providing 200 mm C.I Rungs with chequrred or ribbed not slip surface including fixing in manhole with 200x200x100mm cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge. |
| 17 | Laying jointing, testing and carriage in trenches of centrifugally cast (spun) ductile iron pipes conforming to BIS 8329-2000 (latest with up to date ammendments) in a length of 5.50 meters class K7 with cement mortor lining in side duty ISI marked including cost of Tyton (push or joints) fittings including testing of joints and rubber gasket (S&R quality) conforming to IS- 92820-1989 (Earth work in trenches to be measured and paid for separetely) complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge. |
| 18 | 150 mm dia |
| 19 | Soling with tight hand under the path complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysAug 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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