Cridp-Tn.42-Cuddalore-038 Widening From Intermediate Lane To Two Lane And Improvements At Km 0/725 - 1/570 Of Melpattampakkam - Panchamadevi Road (Via) Madukarai Including Reconstruction Of Culverts At Km 0/8, 1/2 (I), 1/2 (Ii), And 1/6-Vpm-038

Tender Notice

30792341
Cridp-Tn.42-Cuddalore-038 Widening From Intermediate Lane To Two Lane And Improvements At Km 0/725 - 1/570 Of Melpattampakkam - Panchamadevi Road (Via) Madukarai Including Reconstruction Of Culverts At Km 0/8, 1/2 (I), 1/2 (Ii), And 1/6-Vpm-038
Indian
Tamil Nadu
21-01-2022
07-02-2022
08-02-2022

Tender Details

Cridp-Tn.42-Cuddalore-038 Widening From Intermediate Lane To Two Lane And Improvements At Km 0/725 - 1/570 Of Melpattampakkam - Panchamadevi Road (Via) Madukarai Including Reconstruction Of Culverts At Km 0/8, 1/2 (I), 1/2 (Ii), And 1/6-Vpm-038

Key Value

Document Fees
Refer document
EMD
INR 85000.0 /-
Tender Value
INR 1.47 Crore /-

BOQ Items

Widening from IL to 2L and Improvements at km 0/725 - 1/570 of Melpattampakkam - Panchamadevi road (via) Madukarai including Reconstruction of Culverts at km 0/8, 1/2 (i), 1/2 (ii), and 1/6 (VPM-038)
Sl. No. Item Description
1Excavation including removal and satisfactory disposal of all materias necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer forBox Cutting for Wideneing Portion and as per MORTH No. 111, 112, 201, 202, 301, 302.
2Providing and Laying Granular Sub-Base Grade- III consisting of well graded Material confirming to the grading given in Table No.400-1,mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratoryroller to achieve the desired density, etc., complete as directed by the Engineer.as per MORTH No. 111, 112, 401, 900.
3Providing and Laying Granular Sub-Base Grade- V consisting of well graded Material confirming to the grading given in Table No.400-1,mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratoryroller to achieve the desired density, etc., complete as directed by the Engineer.as per MORTH No. 111, 112, 401, 900.
4Providing and Laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 406, 900.
5Providing and applying Prime Coat over granular Base with bitumen emulsion (SS-I type) on prepared surface including preparing the road surface and spraying the primer at the rate of 0.70 kg / sqm using bitumen sprayer as directed by the Engineer - over WMM as per MORTH No. 111, 112, 502, 900
6Providing and applying Tack Coat over granular surface treated with primer using Bitumen Emulsion (RS-I type) with mechanical sprayer at the rate of 0.25 kg per sqm as directed by the Engineeras per MORTH No.111,112,503,900.
7Providing and layingBituminous Macadam which work shall consist of construction, using crushed aggregates, premixed with VG 30Grade Bitumen at the rate of 3.40% by weight of the total mix confirming to the aggregates andbinder as per table no.500-7 in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for BM(Grade-II) as per MORTH No. 111, 112, 504 900
8Providing and layingBituminous Concrete which work shall consist of construction using coarse aggregates (Table 500-17) premixed with VG 30Grade Bitumen confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH No. 111, 112, 507, 900
9Refilling the shoulders with available cut earth at the site including spreading, watering & consolidation by power roller complete as directed by the Engineer
10BOX CULVERT
11Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits including all labour, materials, tools, equipment, safe guards, incidental necessary to complete the work as directed by the Engineer for PCC as per MORTH No.111,112,202
12KM 0/8
13KM 1/2-(i)
14KM 1/2-(ii)
15KM 1/6
16Earth work excavation in all classes of soils except soft rocknot requiring blasting, except medium rock and hard rock Requiring and depositing on bank with all lead and lifts as per SS20B including cost of all labour ,materials tools, equipments and allother incidental chargesand sheeting, shoring and bracing and their sebsequent removalother deletorious matter and obstructions, trimming of bottom of excavation, back filling and disposal of all surplus materials etc complete as per standard specification for Foundation as per MORTH No.111, 112, 304
17KM 0/8
18KM 1/2-(i)
19KM 1/2-(ii)
20KM 1/6
21Vibrated Cement Concrete M15 nominal mix 1:2:4 using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work and centering labour charges for compacting curing and all other incidental charges baling out water etc complete for Foundation(Base course) and as per MoRTH Specification 1000, 1500, 1700 & 2100.
22KM 0/8)
23KM 1/2-(i)
24KM 1/2-(ii)
25Road-A (KM 1/6 )
26Supply and fabrication ofFe 500 grade Steel required for all RCC items of works involved in the schedule including cost of steel and cost of fabrication, labour charges for cleaning the rodsstraightening, cutting, bending, tying grills,including over lapping to the required length wherever necessary and providing to the reinforcementplacing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc.complete as directed by the Engineer as per MORTH No. 111, 112, 900, 1000
27KM 0/8
28KM 1/2-(i)
29KM 1/2-(ii)
30KM 1/6
31Vibrated Reinforced Cement ConcreteM 25 mix using ISS graded metal including cost and conveyance of all materials to site excluding cost and fabrication charges of steel butincluding cost and conveyance ofcement complying to the required standard specification including cost and labour charges for centering, labour charges for form work, mixing, laying, compacting, finishing & curing using vibrator including hire and fuel charges for all tools and plants engaged in curing andall other incidental charges etc complete for Box culvert and return wallraft (below sill) and as per MoRTH Specification 1000, 1500, 1600, 1700, 2100 for Base slab
32Road-A (KM 0/8)
33Road-A (KM 1/2-(i))
34Road-A (KM 1/2-(ii))
35Road-A (KM 1/6 )
36Vibrated Reinforced Cement ConcreteM 25 mix using ISS graded metal including cost and conveyance of all materials to site excluding cost and fabrication charges of steel butincluding cost and conveyance ofcement complying to the required standard specification including cost and labour charges for centering, labour charges for form work, mixing, laying, compacting, finishing & curing using vibrator including hire and fuel charges for all tools and plants engaged in curing andall other incidental charges etc complete for Box culvert and return wallraft (Above sill) and as per MoRTH Specification 1000, 1500, 1600, 1700, 2200.for Side wall and top slab
37KM 0/8
38KM 1/2-(i)
39KM 1/2-(ii)
40(KM 1/6
41Vibrated Reinforced Cement concrete M30 (Design mix) WEARING COAT 75mm thickness usingIRC size HBG graded metal with M - Sand including cost and conveyance of all materials to site excluding cost for fabrication of steel but includingcost of cement,premoulded expansion joints and fixing the same in position including formwork and centering labour charges for laying, compacting finishing curing includingallother incidental chargesetc.completeOver Deck Slab / Appraoch Slabas per MORTH No.111,112, 2702, 900
42KM 0/8
43KM 1/2-(i)
44KM 1/2-(ii)
45KM 1/6
46Vibrated Cement Concrete M20 (nominal mix)using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work and centering labour charges for compacting curing and all other incidental charges baling out water etc complete for Wing walland as per MoRTH Specification 1000, 1500, 1700 & 2100 Below sill
47KM 0/8
48KM 1/2-(i)
49KM 1/2-(ii)
50KM 1/6
51Vibrated Cement Concrete M20( nominal mix)using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work and centering labour charges for compacting curing and all other incidental charges baling out water etc complete for Wing walland as per MoRTH Specification 1000, 1500, 1700 & 2200 Above sill
52KM 0/8
53KM 1/2-(i)
54KM 1/2-(ii)
55KM 1/6
56Filling behind Abutments and wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,complete for filling behind the abutment and wings as per MORTH No. 111,112, 305, 900
57KM 0/8
58KM 1/2-(i)
59KM 1/2-(ii)
60KM 1/6
61Providing and laying Carted Earth having minimum CBR of 8 with an additional lead of 10 km including cost of earth,seniorage charges conveyance, laying,watering and consolidation etc., complete as directed by the Engineer for forming the shouldersas per MORTH No.111, 112, 305, 900
62KM 0/8
63KM 1/2-(i)
64KM 1/2-(ii)
65KM 1/6
66Supply of NP3 class RCC pipe with flush joint to a size of 1000mm inner diameter with wall thickness 115mm. to a length of 2.5m in RCC M35 with reinforcement as per table 5 ofIS :458:2003 to a ultimate load capacity of 71.58 KN/Linear meter including cost of conveyance of all materials and steel including moulding charges, all labour charge, hire charges for all T & P including conveyance and supply of pipe to worksite and other incidental charges etc., as per the specification IS : 458:2003 as per MORTH No.111, 112, 2900, 900
67KM 0/8
68KM 1/2-(i)
69KM 1/2-(ii)
70KM 1/6
71Hoisting and fixing of 1000 mm dia NP3 pipes to proper gradient including labour and all other incidental charges as directed by the Engineeras per MORTH No.2905
72KM 0/8
73KM 1/2-(i)
74KM 1/2-(ii)
75KM 1/6
76Providing and fixing 110mm dia PVC seepage pipes of required length for abutments and wings including cost and conveyance of all materials to work site, cost and labour semi spherical backfill arrangements with 100mm size granite stone at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specificationas per MORTH No.2706
77KM 0/8
78KM 1/2-(i)
79KM 1/2-(ii)
80KM 1/6
81Calculation of SubTotal, GST and Total Amount carried out by system automatically
82Basic cost of value put to tender as per estimate
83Add GST at 12%
84Total Value put to Tender
85Difference in Value
86Bidder quoted value
87Add GST at 12% of Final quoted Value
88Total Value of Contract Including 12% of GST
89Basic cost of value put to tender as per Estimate
90Quoted Rate in Figures (Total Value of Contract Including 12% of GST )
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