Annual Repair To Sdo ( Civil ) And Judicial Complex At Naraingarh In Ambala Distt. ( Construction Of Rainwater Harvesting )
Tender Value
4.45 Lakhs
Estimated cost
Bid Submission
31 Jan 2022
0 days left
EMD
8900
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
Annual Repair To Sdo ( Civil ) And Judicial Complex At Naraingarh In Ambala Distt. ( Construction Of Rainwater Harvesting )
BOQ
| Sl. No. | Item Description |
| 1 | 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 up to 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 (HSR 4.14.1) |
| 2 | 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 :2:4 or leaner mix (i/c equivalent design mix) (HSR.5.23.2) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: Cement concrete1 : 1 ½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.1.1 ) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:Cement concrete 1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded stone aggregate 40 mm nominal size) (HSR 6.1.6) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (HSR 6.30.3) |
| 6 | Steel reinforcement TMT bars of grade Fe-500Dfor R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level. (HSR 6.34.6) thermo mechanically treated bar of grade Fe-500.Note: - Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (HSR 6.33.6) |
| 7 | Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (HSR 7.21.2) |
| 8 | 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, (i) Single socketed pipes. 150 mm diameter (HSR.9.57.3) |
| 9 | 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 1 O mm gap for thermal expansion. 150 mm bend (HSR.9.58.5) |
| 10 | 12 mm cement plaster of mix1 :4 (1 cement: 4 fine sand) (HSR.11.5.3) |
| 11 | Removing of existing CC block pavement including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or desired by Engineer. (HSR.17.67) |
| 12 | Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1 :5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1 :2:4 benching 12mm 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/cement concrete topping, 50mm thick: with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per 1.5.1. specification painted with 3 coats of black bitumastic superior paint complete as per standard design Size 450 mm X 600 mm inside (with 455 mm x 610 mm cover and frame single seal pattern I weighing 38 kg with C.C.topping) (HSR.21.84.2) |
| 13 | Extra for every 0.30 metre depth of Inspection chamber 450 mmx 600 mm inside (HSR.21.85.2) |
| 14 | Construction of rectangular standard brick masonry manhole chambers to standard drawings on S.W. pipe sewers or other circular pipe sewers up to the required depth in 1.5 cement sand mortar, lime concrete in bed and sides of pipe sewer and cement concrete 1 :2:4 in benching, 12 mm thick water tight 1 :2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium silicate on interior surface where required, reinforced cement concrete slab 180mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1 :2 cement sand mortar complete. the rate covers the cost of M.S. steel for R.C.C. slab labour for fixing and carriage of C.I. manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works. The rate also indude the cost of accurately planned and fitted centring, supports for all works as well as for all cuNes and special work, cleaning out their beds etc. sodium silicate shall be supplied free of cost at the stores of the Engineer-incharge. (HSR.21.90.2) for 1.20 meters depth below ground level |
| 15 | Providing & fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS: 1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1 :2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge (HSR.21.28) |
| 16 | Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1 :3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to thesatisfaction to the Engineer-in-charge.Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening (HSr.21.93.1) |
| 17 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submittingstrata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, up to 90 metre depth below ground level. All types of soil 300 mm dia (HSR.33.6.1.1) |
| 18 | Providing and Lowering 225 mm outer dia UPVC pipe threaded (10kg/CM2) duly ISi marked IS Code 12818:1992 complete in all respect as per directions of Engineer-in-charg (HSR.20.91) |
| 19 | Gravel packing in tube well construction in accordance with IS: including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all completeas per direction of Engineer-in-charge. (HSR.33.15) |
| 20 | Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. (HSR.33.12) |
| 21 | Supplying, filling, spreading & levelling gravels of size range 5 mm to 1 O mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all completeas per direction of Engineer-in-charge. (HSr.33.13) |
| 22 | Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction ofEngineer -in-charge.(HSr.33.14) |
AI Tender Summary
Tender Timeline
Jan 24, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 31, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 01, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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