Gangasagar Bakkhali Development Authority Tender
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Gangasagar Bakkhali Development Authority - GBDA Tender
Eprocure
Opening Date16 Sep 2019
Closing Date15 Oct 2019
Tender Amount₹ 1,44,52,498
Costs
EMD
₹ 2,89,050Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_GBDA_244542_1Bid Award Id
ViewTender No
EO_GBDA_18_2019-20Tender Authority
Gangasagar Bakkhali Development Authority ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
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Granular Sub-base with Graded Material
B. By Mix in Place Method :
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(iii) Grading – III
99.45
-
4259.28
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Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
273.4875
-
5068.12
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Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS:8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
For WBM / WMM Surface:
1093.95
-
44.44
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Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
On Granular surfaces treated with primer
(Using Cationic Bitumen Emulsion(M.S. grade packed) at the rate of 0.275 kg per sqm.)
1093.95
-
15.49
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Bituminous Macadam using Mobile Hot Mix Plant (Light Duty)
Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision).
B. For Grading 2
(19 mm nominal size, 50-75 mm thick.)
54.6975
-
10305.07
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Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
On Bituminous Surface
(Using Cationic Bitumen Emulsion(M.S. grade packed) at the rate of 0.225 kg per sqm.)
1093.95
-
14.23
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Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty)
Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD.
1093.95
-
196.9
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Providing and laying Premixed Seal Coat (Type B)with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve)uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means,brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H(5th Revision).
I By Mechanical Means
(i) With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
1093.95
-
64
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Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 ofSpecifications for Road & Bridge Works of MoRT&H (5th Revision). (The rate is inclusive of cost of all materials, labour, hire and usage charges of machinery and all incidental charges in this connection.)
A) Using Concrete Mixer
397.8
-
599.54
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
39.78
-
660.62
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Supply and fixing of raised pavement markers /road stubs/cats eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capalbe of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D4280 type H and complying to clause no 604 of MORT and H's specification for road and bridge work s (fifth rev). Marker hight sall no be less than 10mm and shall not exceed 20mm, widh shall not exit 130mm and with minimum reflective area 13Sqcm on each side and slope to the base shall be 35_+5degree. fixing will be with out neals but by using epoxy resing based adhesive as per manufacture's recommendation including site clearance etc. and complit as derectied bythe engineer in charge. The contructor will have to provide a test certifecate from a reputable national/international laboratory conforming the above specifetion.
202
-
288.46
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Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
1482
-
177.74545600000002
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(a) P lanting permanent hedges including digging of trenches Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart.
390
-
232.8
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Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year
42
-
688
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Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed.
(i) 100mm diameter
382
-
130.31
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Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed.
(i) 125mm diameter
2082.25
-
196.83
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Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.
(i) 125mm diameter
1423.5
-
104.07
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labour for fittings fixing 10cm to 30 cm dia salbullha/ Eucalyetus bullah as ties and runners including necessary nails, bolts and nuts.
382
-
23.3
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Coal tarring on wooden surfaces including cost of materials
SINGLE COAT
937.231125
-
29.86
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Supplying empty Cement bags in good condition.
4646
-
447.96
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Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags.
4646
-
395.92
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Supplying & laying HDPE pipes below Footpath for Utilities 160 mm OD , PE 80 (PN - 10.0)
390
-
2472.01
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Excavation for Structures
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
21.75
-
117.64
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Bedding for Pipe
i) Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 nGrade Cement Concrete as per Clause 1105 (i) for Rural Roads of MORD
7.761
-
8393.18
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
(F) 600 mm dia
15
-
4285.22
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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
346.125
-
13491.82
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Sand filling in foundation or plinth in layers not exceeding 15cm as directed and consolidating same by thorough saturation with water and ramming complete including the cost of supply of sand.(Payment to be made on measurement of finished quantity) with fine sand
146.25
-
148994.87
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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.
a) Pakur Variety
99.938
-
9423.17
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Brick work with sand and cement mortar (6:1) includinhg cost of scaffolding and other incidental Work etc. complete as per specfication.
(a) In foundation and plinth
247.736
-
7960.14
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Plaster (to wall, floor, ceiling etc) with sand and cement mortar including rounding off or chamfering corners as directed and racking out joints or roughening of concrete surface, includijng throating, nosing and drip course where necessary.
(a) With (6:1) cement mortar, 20mm thick plaster(external plaster)
i) In Ground floor (External)
1424.19
-
257.35
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Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
292.5
-
50
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Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(a) With Pakur/chandil variety stone chips.
i) In foundation and ground Flooor
14.625
-
10199.94
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Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
1267.5
-
35.29
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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of groundfloor)
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
97.5
-
378.95
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Reinforcement (for reinforced concrete work) including distribution bars stirrups, Binders etc. Including supply of rods, Including straightening bend of any dia, cutting to requisite length, hooking and binding with 1.626mm black annealed wire at every intersection compete as per drawing direction including cost of wire (payment to be made on requirement of reinforcement as per drawing direction).
(a) Tor steel/mid steel
SAIL/TATA/RINL
i) For works in foundation, basement and upto roof of ground floor/upto 4mts.
1.722
-
104221.9
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(b) Supplying fitting and fixing in position 8 mm. to 12 mm. thick Dholpur slab in wall, dado making suitable arrangement to hold the stone properly with approved polymerised adhesives (6 mm thick) as per ISI specification including pointing with cement mortar (1:2) (1 cement: 2marble dust) with admixture of pigment matching the stone shades all complete as per direction of Engineer-in-charge including cost of all materials, labour, scaffolding, staging, curing complete [using white cement for pointing @ 2.4 kg/Sq.m].
In ground floor
873.6
-
1702.91
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Supplying,fitting & fixing granite slab 15mm to 18mm thick in floor, lobby, stair, landing and treads etc. over 20mm (avg) thick base of cement morter (1:2) laid with white cement slurry @ 4.40Kg per Square meter before placing of granite and jointed with white cement slurry @ 2.0 Kg per square meter with necessary pigments and complete as per direction of Engineer-in-chargeincluding cost of all materials, labours, curing and roughening of concrete surface complete.
In ground floor
(b) Area of each Granite slab 0.6 to 1.0 Square meter.
312
-
4079.33
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Supply and laying as per IRC SP-063-2004 paver unit of any shade of approved quality as per relevent IS cood laid in partern as directed in pavement food path drivr way (paver block only) ect including necessary underlay complit in all respect with all labour and material. (b) 50 mm thick interlocking designer concrete paver block M- 30 grade for non-traffic zone,buiding premises, garden, parks,domestic drive as per IS: 15658-2006(over 20-30 mm medium sand bed on 200mm thk bound gnaular /granular base course including cost of sand for sand bed but excluding cost of base course & subgrade preparation.)
(ii) Coloured Decorative
585
-
1985.26
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Supplying and stacking of good earth (adequate for horticulture work) at site including royalty (earth measured in stack will be reduced by 20% for payment)
120.01
-
449.99
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Supplying and stacking sludge (adequate for Horticulture work) at site in dry cake form from approved disposal work site including royalty, all lead and lift etc. (Sludge measured in stack will be reduced by 8%).
25.24
-
672.05
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Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge
69.225
-
187.78
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Supplying and Planting of different plant / trees (Supplying well grown plants bushy and healthy, minimum height as specified i.e. exposed height including all leads & lift, carriage, handling, manuring, applying presticide and fertilizer etc. Dracaena Marginata of height 30 cm to 90 cm in earthen pots of size 20 cm.
50
-
63.7
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China palm of leaves 4-5 in earthen pots size 25cm
50
-
94.9
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xxvii) Areca Palm 4 - 5 suckers of height 120 cm to 135 cm in earthen pots of size 25 cm.
80
-
211.9
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v) Duranta goldianna of size not less than 20cm
80
-
19.5
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x) Ficus blakii ( F. Vivicon ) well branched ( Bushy ) of height 120cm - 135 cm in earthen pot of size 30cm.
50
-
243.1
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xv) Acalypha species (Red/Green) of height 30cm-90cm in earthen pots of size 20 cm.
50
-
67.6
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xix) Bougainvillea (name variety, bushy plants, full bloom) of height 90cm- 60cm in cement pots of size 30cm.
50
-
133.9
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xxxiv) Dracaena Rosea of height 30 cm to 90 cm in earthen pots of size 20 cm.
50
-
83.2
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ELECTRICAL WORKS Supply & delivery of 5.50mtr PU Painted Cast Iron Street light pole with "J " Type EN-8 grade foundation bolts along with templates. Tusker rana lighting pole KP 3820 HT 4880 kp 40.
16
-
17124
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Erection of CI/MS Classic Ornamental Cambo / High PU Painted Cast Iron Heritage Type Ornamental Pole 4.12 mtr. including making R.C.C foundation [as per drawing & design enclosed] including earth work in excavation of foundation pit, making R.C.C. foundation 300 mm above FGL and also including supply of all materials e.g. cable entry pipes, anchoring bolts and nuts, washers, sand, cement, coarse aggregate, reinforcement rods etc. and refilling of pit, duly rammed and finished complete as per direction of and up to satisfaction of E.I.C.
16
-
4672
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Earthing with 1 no.of G.I. earth spike [20 mm dia X 1.5 mtr long] driven into the ground up to 2mtr, drawing earth line with separate 6 SWG G.I. wires providing 15mm dia G.I. pipe protection from earth spike Feeder Box/Junction Box,/ poles and fixing to the same by suitable nuts & bolts all complete as per directioon of EIC. KMC Shedule.
16
-
400
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Supply & Delivery of Street Light Luminaries suitable for 60 Watt LED IP 66, . (Make :K-Lite HALES ID-4176 60W LED)
16
-
12788
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Fixing Post Top Luminaires on the top of the pole and making connection by 2 x 1.5 sq mm PVC insulated copper wire for phase & neutral and 1 x 1.5 sq mm insulated copper wire for earth as direction of EIC
16
-
300
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Supply & fixing of Inverted Pyramid Tripod type LED Bollard light 10 Watt for grass bed illumination with necessary CC foundation IP 65 rated . (Make- Crompton Model No. - LIARA, Cat REF -LBLSN-10-CDL)
15
-
7032
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Supply & fixing of 7 LED Spot light for Landscape llumination with foundation and necessary cannection. (Make K-LITE Model No-Trioscape Bracket ID-7057/7052 7W LED .)
10
-
3790
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Laying in 1.1 KV grade 3 core 1.5Sqmm PVC Insulated copper conductor (Brand approved by EIC) in suitable size PVC rigid Pipe in under ground laying.
75
-
166
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Supply and delivery 1.1 KV grade XLPE insulated stranded Alumunium conductor galvanised steel armoured cable of the following sizes (Make: Havells / Polycrab/ Nicco/ Gloster). i) 4 core 10 sq.mm.
200
-
169.9
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i) 2 core 6sq.mm.
100
-
96.25
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Supply and delivery 1.1 KV grade XLPE insulated stranded Alumunium conductor galvanised steel armoured cable of the following sizes (Make: Havells / Polycrab/ Nicco/ Gloster). i) 4 core 25 sq.mm.
30
-
242.73
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Laying of one No. cable upto 35 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed. PWD-Page-F2. It-1a.
300
-
194.32
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Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables as below. 4 Core 10 Sqmm Al. Ar Cable PWD-Page-F4. It-7c.
10
-
158.34
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Finishing end of XLPE/PVC insulated armoured cables by crimping method incl. supplying fixing solderless socket (dowels / make), tapes, anti corrosive paste & jointing materials. 4Core 10 Sqmm Al. Ar. Cable. PWD-Page-F5. It-8 b (xi).
10
-
80.37
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Supplying & fixing medium gauge 40 mm dia GI Pipe ( ISI-Medium) Protection with necessary fittings and jointing metarials as required. PWD-Page-F6. It-11/ c
20
-
295
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Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: (a) By ISI-Medium GI pipe. PWD-Page-G1. It-2/ a
4
-
1642
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Supply & fixing of outdoor type double door feeder pilar box over all approx dimention 1400mm x 750mm x 300mm fabricated from 3 mm thick CRCA sheet from side hingrd door with locking arrangement & having angle iron mounted legs, installed in brick cement foundation (1:6) plastering (12mm thick) neet cementhing (1.5mm thick)etc. including earthing attachment, powder coated painting and the following swithgears are required to be supply & fixed inside the feeder pillar i/c necessary connections and interconnections as required. (a) 32Amps FP MCCB, 36KA, DN0-100D (Make L&T cat no. CM97893OOF20G), - 01 No. (Incomer) (b) 16 Amps SP MCB (Make: L&T cat no. BB10160C) - 06 No. (Outgoing) (c) MNX 12 contactor (make L&T, cat no -CS94110) -1 No (d) Analog Time Switch (clock timer make L&T, cat no- J6107B204) -1No. (e) Toggler Switch (on-off-on) (f) RYB LED indicator - 1 Set (g) Terminal Block - 5Nos Necessary Connection Installed in bricks cement foundation
1
-
31560
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