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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.7 CrAccepted-Finance | ₹1.7 Cr | 1 | Accepted-Finance Being L1 |
| 2 | 2₹1.8 Cr+₹12.3 L (7.13%)Accepted-Finance | ₹1.8 Cr+₹12.3 L (7.13%) | 2 | Accepted-Finance Being L2 |
| 3 | 3₹1.9 Cr+₹14.5 L (8.43%)Accepted-Finance | ₹1.9 Cr+₹14.5 L (8.43%) | 3 | Accepted-Finance Being L3 |
| 4 | 4₹1.9 Cr+₹15.9 L (9.22%)Accepted-Finance BETAPUR | ₹1.9 Cr+₹15.9 L (9.22%) | 4 | Accepted-Finance Being L4 |
| 5 | 5₹1.9 Cr+₹18.5 L (10.7%)Accepted-Finance | ₹1.9 Cr+₹18.5 L (10.7%) | 5 | Accepted-Finance Being L5 |
Tender Value
₹2.0 Cr
EMD Value
₹3.9 L
Closing Date
12 Jan 2023, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD-I, APWD, Rangat
Improvement of rural road from Forest Check Post to Parnasala via CHC, Rangat.
2022_APWD_8431_1
14/SE/CC-I/2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
Rangat
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹3.9 L
Conference Hall of SE, CC-I, APWD, Port Blair
25 Jan 2023
12 Dec 2022
16 Jan 2023
12 Dec 2022
12 Jan 2023
12 Dec 2022
29 Dec 2022
Amount
Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy :
For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/ 10 sqm.
For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm.
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
On bituminous surface @ 0.50 Kg/sqm
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).
With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.
New work (Two or more coats)
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
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 upto 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.
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
For thickness of tiles 10 mm to 25 mm
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size).
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).
62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns
Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer- in-Charge.
60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern.
M BOOMINATHAN
The Reef Constructions
K THANKACHAN AND SONS
O P KANDOI AND COMPANY PVT LTD
ST.GEORGE CONSTRUCTIONS
K BABU
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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