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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.4 Cr+₹14.0 L (11.0%)Rejected-AOC | ₹1.4 Cr+₹14.0 L (11.0%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.5 Cr+₹23.2 L (18.3%)Rejected-AOC DADRA AND NAGAR HAVELI DN | DAMAN | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396210 | ₹1.5 Cr+₹23.2 L (18.3%) | L3 | Rejected-AOC L3 |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
26 May 2020, 5:00 pmClosed
EXECUTIVE ENGINEER-III (IRRIGATION)
PWD CIVIL DIVISION NO.3 (IRRIGATION) SILVASSA
Construction of RCC Drainage on existing Riverlet at Dadra (Left Side of Dadra main road) Sec-II (4th call)
2020_UTDNH_4582_1
E TENDER NOTICE NUMBER 15 OF 2019-2020
Open Tender
Civil Works
Item Rate
90 days
DNH Silvassa
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
EXECUTIVE ENGINEER PWD-III IRRIGATION DP SILVASSA
₹2.4 L
3 Jun 2020
20 Mar 2020
28 May 2020
20 Mar 2020
26 May 2020
20 Mar 2020
Amount
Excavation for foundation upto 1.50m depth including sorting out and stacking useful materials and disposing off the excavated stuff upto 50 meter lead (A) loose or soft soil.
Disposa of excavated stuff including loading, unloading etc up to 3.00 KM lead.
Supply and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in CM 1:2 watering and laying (to level or slope) of IS class NP2 of following internal diameter (iii) 600mm dia (more than 10 ton).
Labour charges for lowering reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in CM 1:2 watering and laying (to level or slope) of IS class NP2 of following internal diameter (iii) 600mm dia (more than 10 ton).
Providing material and labour for filling in foundation and plinth with rubble under floor including filling gravel in gaps and consolidating deposted layers by ramming watering etc. complete.
Providing and laying cement concrete 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 20mm nominal size) and curing complete including cost of formwork in [A] Foundation and Plinth (more than 10 ton).
Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (a) Foundations, footings, Base of columns and Mass concrete (more than 10 ton).
Providing formwork of ordinary timber planking so as to give a rough finishing including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4M and removal of the same for in situ reinfored concrete and plain concrete work (A) Foundation footing base of column and mass concrete (up to 10 ton).
Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (K) Vertical and horizontal fins upto floor to level (more than 10 ton).
Providing formwork of ordinary timber planking so as to give a rough finishing including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4M and removal of the same for in situ reinfored concrete and plain concrete work in (Q) vertical fins and verical breakers (more than 10 ton).
Providing and laying controlled cement concrete M200 and curing complete including cost of formwork and excluding cost of reinforcement for reinforced concrete work in © Slabs. (more than 10 ton).
Providing and laying controlled cement concrete M200 and curing complete including cost of formwork and excluding cost of reinforcement for reinforced concrete work in © Beam. (more than 10 ton).
Supply and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in CM 1:2 watering and laying (to level or slope) of IS class NP2 of following internal diameter (i) 300mm dia (more than 10 ton).
Filling availble excavated earth (excluding rock) in trenches plinth side of foundation etc in layer not exceeding 20cm in depth consolidation each deposited layer by ramming and watering.
Providing TMT bar FE 415 reinforcement for RCC work including bending binding and placing in position complete upto floor two level (upto 10 ton).
Providing and fixing PVC pipes 6kg/sq.cm 110mm diameter for weep hole.
SHRI P. L. PATEL
D M PARMAR
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