Providing Mechanical Dust Suppression System ( Mdss ) In The Back Up Area Of Wq7 N Wq8 Berths Including Construction Of Sump And Pump House In Visakhapatnam Port .
Tender Value
26.31 Lakhs
Estimated cost
Bid Submission
07 Nov 2019
0 days left
EMD
52650
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
VPT → Andhra Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing Mechanical Dust Suppression System ( Mdss ) In The Back Up Area Of Wq7 N Wq8 Berths Including Construction Of Sump And Pump House In Visakhapatnam Port .
BOQ
| Name of Work: “Providing Mechanical dust suppression system (MDSS) in the back up area of WQ 7 & WQ8 berths including construction of sump and pump house in Visakhapatnam Port” | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavating trenches Hard /Dense soil of required width for pipes, cables etc.,exceeding 80mm dia but not exceeding 300mm dia. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed with in a lead of 50 m as required and as directed by the Engineer-in-charge complete. | 300 | 1m | |
| 2 | 2 | Dismantling lime or cement concrete and removing the debris within a lead of 50 m etc., as required and as directed by the Engineer-in-charge complete and stacking the useful materials. | 6.75 | 1m3 | |
| 3 | 3 | Dismantling brick or stone masonry in lime (or) C.M and stacking within a lead of 50 m the useful materials and removing the debris etc., as required and as directed by the Engineer-in-charge complete. | 0.8 | 1m3 | |
| 4 | 4 | Dismantling reinforced cement concrete and removing the debris within a lead of 50 m including cutting reinforcement bars and stacking the useful materials including handing over the bars to stores etc., as required and as directed by the Engineer-in-charge complete. | 0.8 | 1m3 | |
| 5 | 5 | Removing C.C. Blocks in pavements carefully without damaging the blocks and reuse the same wherever necessary including removing the mortar joints around block and stacking them within a lead of 50 m. as required and as directed by the Engineer-in-charge complete. | 5 | 1m3 | |
| 6 | 6 | Plain cement concrete 1:3:6 nominal mix (using 220 kg of cement per cum of finished concrete) using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, vibrating or tamping, finishing, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 4.5 | 1m3 | |
| 7 | 7 | Supplying, stacking and spreading 12.5mm and 6mm granite metal in 60:40 ratio to the required lines and levels for bedding PCC blocks as required and as directed by the Engineer-in-charge complete. All labour and materials. | 1.13 | 1m3 | |
| 8 | 8 | Paving with cement solid blocks of size 30 x 15 x 20 cm including laying the same to the required line and level on a bed of 12.5 mm graded granite metal and grouting the 10mm thick joints with clean dry screened river or gedda sand and flushing with water using jet pump etc., including rolling with power roller as required and as directed by the Engineer-in-charge complete. All labour and materials but excluding cost of 12.5 mm graded granite metal bed and cement concrete blocks. | 22.5 | 1m2 | |
| 9 | 9 | Plain cement concrete M 30 mix using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping or vibrating, finishing, curing etc., including necessary form work (boxing) etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 1.5 | 1m3 | |
| 10 | 10 | Supply and delivery of outer dia 200mm dia HDPE pipes in straight length in 6metres of PE100 grade PN 10kg/cm2 conforming to IS: 4984 -1995 including transportation to site loading, un loading, stacking at place shown by the Engineer-in-charge complete. All labour and materials. | 300 | 1m | |
| 11 | 11 | Laying of HDPE pipe line of 300/200 mm dia (Heavy grade) to required level and alignment in pipe line trench / cable ducts (below ground level up to 1.50m depth) including cutting of old pipe to suit for jointing including welding as per standards. All tools and plants including electrical generator for power. Jointing pipes using specials like flanges, collars short or long etc., where ever necessary including testing and commencing refilling the trenches as necessry etc., as required and as directed by the Engineer-in-charge complete. All labour charges but excluding cost of pipes and fittings. | 300 | 1m | |
| 12 | 12 | Providing and fixing 80mm dia.medium grade G.I. pipes and specials (as per I.S.1239) including cutting the pipes, threading etc. and fixing specials such as bends, tees, sockets, unions, reducers etc., by lead wool, etc., wherever necessary including earth work excavation of trenches to required depth and refilling after laying etc., and making good as per original etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 48 | 1m | |
| 13 | 13 | Supplying and filling in plinth with sand under floors including watering, ramming, consolidating and dressing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 58.25 | 1m3 | |
| 14 | 14 | Supply of structural steel such as M.S.Plate, M.S. Flat, M.S.Angles etc,. at site of work including transportation, loading, unloading and stacking etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | |||
| 15 | 14.1 | a) M.S. Angle | 5.99 | 1t | |
| 16 | 14.2 | b) M.S.Plates | 0.85 | 1t | |
| 17 | 14.3 | c) M.S.Flats | 0.052 | 1t | |
| 18 | 15 | Fabricating, welding or revetting or bolting steel built up sections, trusses and framed work including cutting, drilling holes, hoisting, fixing in position and applying a priming coat of red-oxide paint as required and as directed by the Engineer-in-charge complete. All labour and materials, but excluding cost of steel | 69.1 | 1q | |
| 19 | 16 | Supply of impact type sprinkler 80NB, 50m throw radius of 43 degree trajectory with 6kg/cm2at 1135 LPM aluminium body flanged end rotatable in part / full circle (180 deg) of KAVERI or PREMIER make at site etc, as required and as directed by the Engineer-in-charge complete. All labour and materials. | 6 | Each | |
| 20 | 17 | Supply and delivery of HDPE (PE100 grade) fittings conforming to IS:4984-1995 including transportation to site loading, un loading, stacking at place shown by the Engineer-in-charge complete. All labour and materials. | |||
| 21 | 17.01 | a) HDPE Tee 200mm dia (OD) | 3 | Each | |
| 22 | 17.02 | b) HDPE 900 bend of 200mm dia(OD) | 4 | Each | |
| 23 | 17.03 | c) Long collars of 200mm dia (OD) | 6 | Each | |
| 24 | 17.04 | d) MS flange 200mm dia (OD) | 8 | Each | |
| 25 | 17.05 | e) Tees 160mm dia (OD) | 2 | Each | |
| 26 | 17.06 | f) Long collars of 160mm dia (OD) | 2 | Each | |
| 27 | 17.07 | g) 160mm dia MS flange (OD) | 4 | Each | |
| 28 | 17.08 | h) 160mm dia HDPE end caps (OD) | 2 | Each | |
| 29 | 17.09 | i) Rubber packing 6mm thick | 10 | 1kg | |
| 30 | 17.1 | g) 1/2\" to 1\" bolts and nuts with double washers | 30 | 1kg | |
| 31 | 18 | Providing three coats of interpenetrating polymeric network (IPNET) anti corrosive polymer coating or equivalent as per specifications on concrete and steel surfaces etc., including scraping, removing the rust, loose scales, incrustations and deposits of foreign materials, traces of oil. grease etc., by wire brushing, cleaning the surface etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 231 | 1m2 | |
| 32 | 19 | Transportation of debris such as excavated earth up to a lead of 6km including stacking, loading, unloading and levelling at the place shown etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 137.5 | 1m3 | |
| 33 | 20 | Filling with available excavated earth (excluding rock ) in trenches, plinth sides of foundations etc., in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, etc., as required and as directed by the Engineer-in-charge complete. lead upto 50 m and lift upto 1.5m | 110.25 | 1m3 | |
| 34 | 21 | Supply of ductile iron Butterfly valves body DI type, Disk-DI epoxy seat EPDM operational hand lever pressure rating PN 10 as per IS 13095/2000 as required and as directed by the Engineer-in-charge complete. All labour and materials. | 2 | Each | |
| 35 | 22 | Supply of man mazdoor / woman mazdoor / watchman, Gangman/mazdoor (unskilled) to work in any site condition etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 18 | Each | |
| 36 | 23 | Supply of first class Artisan such as carpenter/ mason/ painter / Fitter/ welder etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 18 | Each | |
| 37 | 24 | Earthwork in excavation soft / loose soil in foundation trenches or drains not exceeding 1.5 m in width and for wells, manholes and the like not exceeding 10 m2 on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m as required and as directed by the Engineer-in-charge complete. | 132.5 | 1m3 | |
| 38 | 25 | Plain cement concrete 1:4:8 nominal mix (using 170 kg of cement per m3 of finished concrete) using 40 mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping, finishing, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 6.75 | 1m3 | |
| 39 | 26 | R.C.C. M 30 mix in column footings, strip footings, raft foundations, plinth beams, bed blocks, cellular raft, plinth courses and similar types of works etc., using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping and/or vibrating, finishing, curing, form work, cost of super plasticizer etc., as required and as directed by the Engineer-in-charge complete. All labour and materials, but excluding cost of reinforcement. | 13.5 | 1m3 | |
| 40 | 27 | R.C.C. M 30 mix for R.C.C. piles, water tank walls and similar types of works using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, vibrating, finishing, curing, cost of super plasticizer etc., including necessary shuttering etc., as required and as directed by the Engineer-in-charge complete. All labour and materials, but excluding cost of reinforcement. | 7.8 | 1m3 | |
| 41 | 28 | R.C.C. M 20 mix in all types of beams, lintels, columns, square or circular or rectangular etc., using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, vibrating, finishing, curing, cost of super plasticizer etc., including necessary shuttering as required and as directed by the Engineer-in-charge complete. All labour and materials, but excluding cost of reinforcement. | 3.9 | 1m3 | |
| 42 | 29 | R.C.C. M 20 mix in roof slabs, balcony slabs, landing slabs, staircase slabs, culvert slabs and similar type of slabs etc., using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, vibrating, finishing, curing, cost of super plasticizer etc., including necessary shuttering as required and as directed by the Engineer-in-charge complete. All labour and materials, but excluding cost of reinforcement. | 7.9 | 1m3 | |
| 43 | 30 | R.C.C. M 20 mix in chajjas, fins etc., of average thickness 80mm including drip moulded cornices using 6mm (passing through 10mm sieve and retained on 2.36mm sieve) granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping, finishing, curing, necessary shuttering, cost of super plasticizer etc., as required and as directed by the Engineer-in-charge complete. All labour and materials, but excluding cost of reinforcement. | 6.3 | 1m2 | |
| 44 | 31 | Supplying, placing and maintaining in position ribbed tor steel or mild steel reinforcing bars varying from 6mm to 40 mm dia. including straightening, cutting, bending, tying grills with annealed steel binding wire of 18 guage (1.22mm dia.) including cost of binding wire, transportation to site etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 36.3 | q | |
| 45 | 32 | Plain cement concrete M 20 mix using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, vibrating or tamping, finishing, curing etc.,as required and as directed by the Engineer-in-charge complete. All labour and materials. | 1.6 | 1m3 | |
| 46 | 33 | Providing brick work in C.M 1:5 in super structure using approved quality standard bricks of class designation 35 including scaffolding, lift, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 6.8 | m3 | |
| 47 | 34 | Providing half brick masonry in C.M 1:4 in superstructure using approved quality standard bricks of class designation 35 including, scaffolding, lift, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 5 | 1m2 | |
| 48 | 35 | Plastering with CM 1:4, 12 mm thick including raking out joints, cleaning the surface, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 43 | m2 | |
| 49 | 36 | Supplying and fixing sintex, Nandi or equivalent product P.V.C framework for doors etc., made out of multi-chamber hollow P.V.C section (40 x 57mm) with E.P.D.M gasket and G.I. reinforcement. The corner shall be made metre-cut and welded or joined with necessary fixtures as directed by the Engineer-in-Charge complete. All labour and materials. | 4.95 | m | |
| 50 | 37 | Supplying and fixing Sintex, Nandi or equivalent PVC door shutters single leaf comprising styles and rails made of sintex, Nandi or equivalent PVC section (58 x 23 mm) and panel in fill comprising of sintex, Nandi or equivalent product multi chamber hollow PVC sections (200 mm x 20 mmx 1 mm) with dovetail locking arrangement with necessary anodised aluminium fittings etc., as directed by the Engineer - in - Charge complete. All labour and materials. | 1.58 | 1m2 | |
| 51 | 38 | Supplying and fixing of anodised aluminium doors, windows, ventilators etc., of standard sections of INDAL or equivalent joints mitred and welded manufactured to relevant I.S. standard specification including providing and fixing 4 mm thick plain glass, rubber packing, glazing clips, anodised aluminium beading, fittings such as hinges, handles etc. as required applying and removing laequer coat as directed by the Engineer - in - Charge complete. All labour and materials. | |||
| 52 | 38.1 | a) Aluminium doors | 2.52 | 1m2 | |
| 53 | 38.2 | b) Aluminium windows sliding | 9 | 1m2 | |
| 54 | 38.3 | c) Aluminium louver ventilators With adjustable louvers | 2.16 | 1m2 | |
| 55 | 39 | Supplying and fixing collapsible gates as per I.S. 10521 single or double panelled with rolled steel vertical channels18x9x3 mm size and crossings with 18x5mm MS. flats, bottom runner with T or E section having web of 40x12 mm and flange40x6mm top runner with MS. flats 40x12 mm size including roller wheels, latches, locking arrangements, handles, stoppers, hold fasts etc., finishing with one coat of red oxide primer as required and as directed by the Engineer-in-charge complete. All labour and materials. | 3.15 | m2 | |
| 56 | 40 | Supplying and fixing ornamental MS. grills of approved pattern using MS. square or round bars and MS. flats etc., of approved size to doors, windows, jafferies, balconies, gates etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 144 | 1kg | |
| 57 | 41 | Painting two coas to new iron work with synthetic enamel paint of approved colour and shade except white enamel paint including cleaning the surface and scraping the surface wherever required etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 13.75 | 10m2 | |
| 58 | 42 | Supplying and fixing whiteware vitreous wash down water closet (European type) conforming to I.S.2556 (PART-II) `P' or `S' trap, plastic seat and cover, C.P. brass hinges and rubber buffers, 10 litres low level vitreous flushing cistern conforming to I.S. 774 with fittings, C.P. flush pipe 15mm C.P. Brass stop valve etc., including cutting and making good the walls and floors etc., as required and as directed by the Engineer-in-charge complete. All labour and materials.\n | 1 | Each | |
| 59 | 43 | Supplying and fixing Flat back 630 x 450 mm- white vitreous wash basin of approved make, single 15mm C.P. brass pillar tap, 15mm C.P. brass stop valve, C.P brass chain and rubber plug, 32 mm C.P. brass waste fittings, 32 mm P.V.C. waste pipe painted C.I. brackets etc., including cutting and making good the walls etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 1 | Each | |
| 60 | 44 | Supplying and fixing 600 x 450mm bevelled or rounded edge mirror, 5 mm thick of superior glass with 6mm thick asbestos sheet at rear, fixing wooden cleats, C.P. brass screws and washers etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 1 | Each | |
| 61 | 45 | Supplying and fixing 750 x 18 mm aluminium towel rail with aluminium brackets, fixing wooden cleats, C.P. brass screws etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 1 | Each | |
| 62 | 46 | Supplying and fixing 1000 litres capacity tank polyethylene water storage tank conforming to I.S. 12701, rotational moulded cylindrical vertical type including top cover with locking provision, necessary G.I. fittings for inlet, outlet, overflows and washout including lifting, hoisting in position, fixing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 1 | Each | |
| 63 | 47 | Providing and fixing medium grade G.I. pipes and specials (as per I.S.1239) including cutting the pipes, threading etc., and fixing specials such as bends, tees, sockets, unions, reducers etc., by lead wool, clamps etc., wherever necessary including fixing in house plumbing system and making good the cutting as per original etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | |||
| 64 | 47.1 | a) 25mm dia | 100 | m | |
| 65 | 47.2 | b) 20mm dia | 30 | m | |
| 66 | 47.3 | c) 15mm dia | 30 | m | |
| 67 | 48 | Supplying unplasticized P.V.C (Rigid P.V.C) soil , waste and rain water pipes, fittings and accessories including cost of rubber rings for jointing purpose. etc., at site of work including transportation, loading,unloading and stacking etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | |||
| 68 | 48.1 | a)110mm dia pipes IS 13592:1992 type B (6kg/cm2) | 63 | 1m | |
| 69 | 48.2 | b) 75 mm dia pipes IS 13592:1992 type B (6kg/cm2) | 20 | 1m | |
| 70 | 48.3 | c) Door bend 87.50 110mm dia. | 4 | Each | |
| 71 | 48.4 | d) Door bend 87.50 75mm dia. | 4 | Each | |
| 72 | 48.5 | e) Vent cowl 110mm dia | 2 | Each | |
| 73 | 48.6 | f) Nahani trap without inlet 3\" 75mm dia. | 1 | Each | |
| 74 | 48.7 | g) singl Tee 110 mm dia | 2 | Each | |
| 75 | 49 | Supplying and fixing colour glazed tiles of minimum 5mm thick of approved quality, laid on a bed of 12 mm thick C.M 1:3 including pointing with white or colour cement, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 53.2 | 1m2 | |
| 76 | 50 | Supplying and fixing first quality pressed ceramic Tiles of minimum thickness 8 mm for greater than or equal to 30 x 30 cm and 7 mm for 20 x 20 cm size. with water absorption of 3-6% conforming to IS: 15622-2006 of approved pattern, PEI grade colour and shade, glazed or unglazed tiles for floors, treads of steps and landings laid on a bed of 12 mm thick CM 1:3 including pointing with white or colour cement, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 16 | m2 | |
| 77 | 51 | Painting priming coat to walls and ceiling surface with approved liquid cement primer including cleaning the surface, scraping the surface and washing with soap water as required and as directed by the Engineer-in-charge complete. All labour and materials. | 70.1 | 10m2 | |
| 78 | 52 | Painting two coats to walls, ceiling surfaces, with approved plastic emulsion paint including cleaning the surface etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 38.4 | 10m2 | |
| 79 | 53 | Providing Painting two coats with weather coat smooth exterior paint or equivalent of approved quality, colour, and shade etc., on Plastered / Concrete surface including cleaning the surface, watering etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 45.5 | m2 | |
| 80 | 54 | Earthwork in excavation in soft / loose soils over areas (exceeding 30cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed etc., as required and as directed by the Engineer-in-charge complete. All labour and materials | |||
| 81 | 54.1 | a) up to 1.50m | 12 | m3 | |
| 82 | 54.2 | b) up to 1.50m to 3.0m | 3.7 | m3 | |
| 83 | 55 | Plain cement concrete 1:5:10 nominal mix (using 130 kg of cement per m3 of finished concrete) using 40 mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping, finishing, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 0.85 | m3 | |
| 84 | 56 | Plain cement concrete 1:3:6 nominal mix (using 220 kg of cement per m3 of finished concrete) using 40 mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping, finishing, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 1.1 | m3 | |
| 85 | 57 | Providing random rubble masonry in C.M 1:4 in plinth and foundations including necessary dressed stones at corners and junctions, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 5.9 | m3 | |
| 86 | 58 | Plastering with CM 1:4, 20mm thick including raking out joints, cleaning the surface, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. | 13.6 | 1m2 | |
| 87 | 59 | Rendering smooth the surface using 1kg of cement per m2 of area including thread lining, curing etc., as directed by the Engineer-in-charge complete. All labour and materials. | 17 | 1m2 | |
| 88 | 60 | R.C.C M 20 mix in pre cast slabs, fencing posts etc., using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping, finishing, curing, cost of super plasticizer etc., including necessary boxing as required, lifting and placing in position etc., as required and as directed by the Engineer-in-charge complete. All labour and materials, but excluding cost of reinforcement. | 0.8 | 1m3 |
AI Tender Summary
Tender Timeline
Oct 15, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 07, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 08, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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