Tender For Augmentation Of Sewage Line Network At Dc And Tech Area Under Ge Avadi
Tender Overview
Project Description
Augmentation Of Sewage Line Network At Dc And Tech Area Under Ge Avadi
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 20-Oct-2023 | Technical Corrigendum | Technical Bid | 24-Oct-2023 |
| 2 | 24-Oct-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 31-Oct-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | BOQ UPLOADED ONSEP 2023 |
| 2 | SCH \"A\" PART-I (SEWAGE NETWORK) |
| 3 | M&L for Excavation in trenches not exc 1.5 m wide and not exc 1.5 m depth for foundation and getting out in hard/dense soil including bedding concrete complete all as specified and directed |
| 4 | All as per item No 3 above but for depth exc 1.5m but not exc 3m depth |
| 5 | M&L for Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil |
| 6 | All as per item No 5 about but for depth exc 1.5m but n.exc 3m depth |
| 7 | Demolition of brick work or stone /boulder masonery built in cement mortar or cement lime mortar including all quions, arches, pillars etc but excluding ashlar facing all as specified and directed. |
| 8 | Demolition of Un-reinforced cement concrete in groung floors anf pavings not exc 15cm thickness (below or above GL) of any descrption including disposal of unserviceable material to a distance not exc 100 Mtr as directed by the Eng-in-Charge. |
| 9 | All as per Item No 8 above but for reinforced concrete cover slabs of any description |
| 10 | PCC 1:4:8 mix Type D-2 using 40 mm crushed stone aggregate as in foundation filling and in mass concrete |
| 11 | Brickwork with fly ash bricks of old size, straight or curved on plan exc 6m mean radius, built in CM 1:4 all as specified and directe |
| 12 | Rendering 15mm thick on brickwork in CM 1:4 mixed with liquid WPC @ 3% by weight of cement, finished even and smoth with out using extra cement complete all as specified and directed |
| 13 | All as per item No 12 above but in CM 1:6 on external surfaces but finished even and smooth without using extra cement |
| 14 | Preparing newly plastered surfaces of wall and applyingthree coat of white wash complete all as specified and directed by the Eng-in-Charge |
| 15 | Supply only Liquid Water Proofing Compound as per manufacturers Instruction. |
| 16 | PCC 1:2:4 mix Type B1 (20 mm graded stone aggregate) as in coping including necessary form work all as specified and directe |
| 17 | PCC 1:2:4 Type B1 (20 mm graded stone aggregate) as in channelscomplete all as specified and directed |
| 18 | Extra for forming fair finished drain or channel of under 30cm inner girth in cement concrete using extra cement, including forms, moulds, mitred/ stopped ends etc., complete all as specified and as directed. |
| 19 | DWC HDPE PVC pipe of 200 mm dia laid and jointed complete all as specified directed by Engineer-In -Charge. |
| 20 | All as per Item No 19 above but 250 mm dia |
| 21 | All as per Item No 19 above but 300 mm dia |
| 22 | PCC 1:4:8 mix Concrete bed to drain pipes 200mm dia including forming cradles complete all as specified and directed by the Engineer -in-Charge. |
| 23 | All as per Item No 22 above but 250 mm dia |
| 24 | All as per Item No 22 above but 300 mm dia |
| 25 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. in any type of soil |
| 26 | Removing excavated soil exc 1.5 kmbut n exc. 5 km and depositing where directed Note - Proper documentary evidence and photographic record will be maintained and kept on record before making any payment to the contractor |
| 27 | Cutting into existing man holes for connecting new drains 300 mm dia making good pipe and rendering cutting out existing benching for and forming branch channel in cement concrete 1:2;4 type B-1 smooth finished and forminng benching as requred |
| 28 | All as per Item No 27 above but 250mm dia pipes |
| 29 | All as per Item No 27 above but 200mm dia pipes |
| 30 | Providing precast cement concrete in 1:2:4 as in manhole cover slab set in CM 1:6 |
| 31 | M&L for Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips |
| 32 | M&L for treating small articles such as stop, covers, gully gratings, holdfasts, ends of posts, backs of chowkats, etc., area n exc 0.1 sq. m each, with tar or coal tar black paint |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
CompletedBid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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