Construction Of Rain Harvesting Well In The Campus Of Executive Engineer Office At Naraingarh In Ambala Distt
Tender Value
4.03 Lakhs
Estimated cost
Bid Submission
01 Jun 2021
0 days left
EMD
4030
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Naraingarh → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Rain Harvesting Well In The Campus Of Executive Engineer Office At Naraingarh In Ambala Distt
BOQ
| Name of Work: Construction of rain Harvesting well in the campus of Executive Engineer office at Naraingarh in Ambala Distt | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry in 15 cm layers with compaction, including disposal of all surplus soil as directed within a lead of 30 Mtrs. (HSR 6.6). | 74.29 | / Cum (Per cubic metre) | |
| 2 | 2 | Dismantling of cement concrete plain 1:4:8 (HSR.8.6 b) | 13.5 | / Cum (Per cubic metre) | |
| 3 | 3 | Dismantling of cement concrete plain 1:2:4 (HSR.8.6 d) | 13.5 | / Cum (Per cubic metre) | |
| 4 | 4 | Centering & shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. inclination not exeding 25 degree with horizontal. (HSR 9.1) | 13.5 | / Sqm ( Per square metre) | |
| 5 | 5 | Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation & plinth. (HSR 10.39) | 16.13 | / Cum (Per cubic metre) | |
| 6 | 6 | Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. (HSR. 10.82 + 10.95 (a)) | 2.57 | / Cum (Per cubic metre) | |
| 7 | 7 | First class brick work laid in cement sand mortar 1:6 in foundation plinth. (HSR 11.2) | 18.36 | / Cum (Per cubic metre) | |
| 8 | 8 | 12 mm Thick Cement Plaster 1:4 on the rough side of single or half brick wall. (HSR 15.5). | 76.2 | / Sqm ( Per square metre) | |
| 9 | 9 | Fe-500 EQR TMT steel bar for RCC work, where not included in the complete rate of RCC including bending, binding & placing in the position complete. (Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS:1732. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing, shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement). (NS). | 5.15 | Qtl (Per Quintal) | |
| 10 | 10 | Constructing brick masonry inspection chamber sizes as given below upto 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent limer mortar 2:3 in foundation cement concrete 1:2:4 benching 12 mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2;4 slab 100 mm thick./C.C. topping 50 mm thick with 455 mm x 455 mm 610 mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint coplete as per standard design. [HSR 29.84]. (a) Size 450 mm x 450 mm | 6 | Per Each | |
| 11 | 11 | Extra for over 0.30 metre depth of inspection chamber. (HSR 29.85)(a) 450 x 450 mm. | 6 | Mtrs. (as per 0.30 Mtrs. Depth) | |
| 12 | 12 | Providing and fixing SFRC manhole covers and frames markd with IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking, handling, re-handling etc. complete in all respect to the satisfaction of engineer-in-charge. (c) TYPE: Extra Heavy Duty Set (MD-10) 560 mm Clear Opening). (HSR 29.94) | 2 | Per Each | |
| 13 | 13 | Providing and fixing PVC rain water pipe 6 KG. pressure of ISI mark in cement mortor during masonary work . (b) 150 mm dia PVC pipe 6 kg. pressure. (HSR.13.89) | 100 | Per running metre | |
| 14 | 14 | Providing & laying of 300 mm dia PVC pipe 10 Kg presure PVC pipe for rainwater harvesting & Boring of 450 mm dia bore for lowering 300 mm dia PVC pipe including labour & machine & plant as required for boring, filling of zera bajri around pipe & making of filter by drilling of holes in pipes & laying screening jali around filter as per entire Satisfaction of Engineer-in-Charge (NS) | 30 | Per running metre | |
| 15 | 15 | Providing and fixing Steel bar embedded plastic steps of size 263 mm x 165 mm of orange colour, conforming to specifications, in pump chambers, manholes etc. having minimum 3 mm thick Polypropylene polymer confirming to IS : 10910 encapsulated on 12 mm dia ribbed steel bars per IS : 1786. (NS). | 12 | Per Each |
AI Tender Summary
Tender Timeline
May 27, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJun 01, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 02, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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