Tender For Misc Civil Maintenance Work And Reconstruction Of Part Fallen Boundary Wall At Te Compound, Shikohabad, Operational Area, Mainpuri Under Ba Agra.
Tender Value
5.71 Lakhs
Estimated cost
Bid Submission
05 Jun 2024
0 days left
EMD
11425
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
shikohabad → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Misc Civil Maintenance Work And Reconstruction Of Part Fallen Boundary Wall At Te Compound, Shikohabad, Operational Area, Mainpuri Under Ba Agra.
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 2 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | 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. |
| 4 | In cement mortar |
| 5 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 6 | From brick work in cement mortar |
| 7 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 9 | 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) |
| 10 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : |
| 11 | 1:2:4 (1 Cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 12 | 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 : |
| 13 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 15 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 18 | Cold twisted bars |
| 19 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 21 | Brick work 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 : |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 23 | 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. |
| 24 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 25 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 26 | 0.63 mm thick with zinc coating not less than 275 gm/ m² |
| 27 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. |
| 28 | 12 mm cement plaster of mix : |
| 29 | 1:6 (1 cement: 6 coarse sand) |
| 30 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 31 | 1:6 (1 cement: 6 coarse sand) |
| 32 | Finishing walls with water proofing cement paint of required shade : |
| 33 | New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 34 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 35 | Two or more coats on new work. |
| 36 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground , all complete as per directions of Engineer-In-Charge. |
| 37 | With cement mortar 1:4 (1cement: 4 coarse sand). |
| 38 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 39 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). |
| 40 | Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for flat tile bricks on top of mud phaska : |
| 41 | With F.P.S. brick tiles |
| 42 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank, including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba, all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) |
| 43 | Cleaning and de-silting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. |
| 44 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial de-silting of manholes and de-chocking of sewer lines. De-chocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm dia for all depth. |
| 45 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. |
| 46 | With G.I. barbed wire |
| 47 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 48 | Credit of old un- serviceable materials recovered from dismantling / demolishing from work: |
| 49 | Old bricks recovered from dismantling of brick work . |
| 50 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall |
| 51 | 25 mm nominal outer dia .Pipes. |
| 52 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work |
| 53 | 40 mm nominal outer dia. Pipes. |
| 54 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 55 | 25 mm nominal bore |
| 56 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 57 | Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. |
| 58 | 25 mm nominal bore, 152 mm long. Weighing not less than 440 gms. |
| 59 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. |
| 60 | 25mm nominal bore. Weighing not less than 62 gms. |
| 61 | Providing and fixing CPVC Union of Supreme or equivalent make in CPVC pipe including jointing with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge. |
| 62 | 25 mm Diameter Union |
| 63 | 40 mm Diameter Union |
| 64 | Complete Uprooting of undesired grown – up plants, vegetation( Dia above 25 mm ) i/c all roots,stem etc.by digging the area to a desired depth , removing all weeds and other growth with roots by forking , over walls, terrace at any floor level and spreading a layer of Copper Sulphate (CuSO4.5H2O)(10 gms) therafter filling the hole with cement mortar 1 : 2 ( 1 Cement : 2 Coarse sand ) including making arrangement for scaffolding, ladder etc. complete as per directon of Engineer – in – charge . |
| 65 | Cleaning of terrace / spouts / khurras / canopies / blocked chajjas including removal of algae, fungal element etc., by iron brush, broom, bleaching powder etc, and removing leaves, grass, dust, rubbish and other deposited and accumulated material etc.,also disposal of rubbish to dumping ground up to a lead of 50m.,all complete as per direction of E-I-C. |
| 66 | Removal of deposited sludge from Septic tank by diluting the sludge with plenty of water and using a Mechanical hydraulic suction machine, pumping, vaccum cleaning and removing all the waste liquid and sludge from the septic tank and disposing the waste at Municipal dumping ground. The rate includes all machinery and workmen required and all incidental charges during pumping, filling, transporting, labour insurance etc. complete as per direction of Engineer-in-charge. |
AI Tender Summary
Tender Timeline
May 29, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedJun 05, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 10, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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