Sewage And Infrastructure Development Corporation Of Goa Limited Tender
View complete overview of Goa SIDCGL Tender
Costs
EMD
₹ 1,98,046Document Cost
₹ 8,000Tender Fee
₹ 6,000
Description
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Contact
Tender Id
2023_SIDCG_6974_1Bid Award Id
ViewTender No
SIDCL/Admn-7/F.No.TN- 12/ 1146/22-23 Line01Tender Authority
Sewage And Infrastructure Development Corporation Of Goa Limited ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
b) All types of Ordinary rock including all types of laterite rock, blasting prohibited
827.78
-
1692
Extra for additional depth of 1.5m or part thereof in a) All types of Soil
20.16
-
376.8
b) All types of Ordinary rock including all types of laterite rock, blasting prohibited
30.24
-
1741.2
Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer in charge f) 160 mm OD
1120
-
7.08
Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3, including hydraulic testing of joints as directed by the engineer in charge. f) 160 Outer Diameter in mm
200
-
79.2
Making connection of drain or sewer line with existing RCC manhole including breaking the manhole wall with suitable Core cutting Machine including making arrangement for Electric power supply or D.G. set for the operation of said machine and making good the walls, floors with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) 12mm thick cement plaster on both sides with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement and making necessary channels for drains etc. complete. . a) For pipes 160 to 200mm dia.
140
-
3910
Supply of rigid PVC fittings conforming to IS: 7834-1975 designed for precision and accuracy so as to join PVC pipes and other specials including railway freight, carting, loading and unloading and stacking etc. complete. II) End Cap ( Plain ) k) 160mm Dia in mm
140
-
227
Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 grade granite or basaltic stone 20mm nominal size) including centering shuttering and form work for encasing around S.W. pipes including bed concrete as per standard design in I S:4127. b) 150mm dia S.W. pipes
1120
-
1924.8
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
252.34
-
1549.2
Providing and laying in position cement
concrete 1:2:4 (1 cement : 2 coarse sand: 4
graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering,
shuttering and finishing : a) All works upto plinth level
90.76
-
6569
Construction of Brick Masonry Inspection Chambers with I class bricks 75 Kg/cm2 class designation in cement mortar 1:3( 1 cement: 3 fine sand) with Pre Cast RCC Top slab ( Factory Made) of 30 Ton Capacity with 5 Years replacement Warranty with 1:2:4 (1 cement: 2 Coarse sand: 4 graded stone aggregate 20mm nominal size) bed concrete 1:3:6 (1 cement: 2coarse sand 4 graded stone aggregate 20mm nominal size) inside plastering 12mm thick in cement mortaar 1:3 (1 cement: 3 coarse sand) finished with a floating coast of neat cement for internal walls and making channels in cement concrete 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stpme aggregated 20mm nominal size) nearly finished as per drawing. Size of Inspection Chamber 0.90*0.60*0.80m
70
-
17977
Extension for additional depth of part there of for construction of Masonary chambers (with a brick of class designation 75kg/cm2 and C.M.1:3) Additional depth
25
-
11140
Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20cm depth consolidating each layer ramming and watering lead upto 50M and all lifts and disposal of surplus earth as directed by the Engineer in charge.
718.67
-
218.4
Carriage of materials by tipper truck including loading and unloading and stacking upto 5 Km II) Earth
697.37
-
250.17
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