Repairs To Sewage Line Manhole And Other Allied Works At 7033 Eme Bn 18 Dogra Bana Singh Vihar Pinaka Regt And 4033 Fd Hospital Under Age Br I Of Ge Sukna
Tender Value
30 Lakhs
Estimated cost
Bid Submission
01 Dec 2020
0 days left
EMD
60000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sukna → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repairs To Sewage Line Manhole And Other Allied Works At 7033 Eme Bn 18 Dogra Bana Singh Vihar Pinaka Regt And 4033 Fd Hospital Under Age Br I Of Ge Sukna
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-Nov-2020 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 01-Dec-2020 |
BOQ
| Name of Work : REPAIRS TO SEWAGE LINE, MANHOLE AND OTHER ALLIED WORKS AT 7033 EME BN, 18 DOGRA, BANA SINGH VIHAR, PINAKA REGT AND 4033 FD HOSPITAL UNDER AGE B/R - I OF GE SUKNA | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | M&L brick work with sub class 'B' brick, straight or curved on plan exc. 6 m mean radius built in CM 1:6 including demolition complete all as specified and directed.\n | 42 | Cum | |
| 2 | 2 | All as per Sl item No. 1 above but except bricks.\nNote:- Serviceable quantity of bricks obtained from demolition shall be reused under this item.\n | 10 | Cum | |
| 3 | 3 | M&L brick work with sub class 'B' bricks straight or curved on plan to any radius, built in CM 1:4 as in half brick thick wall and including provision of 02 Nos 8 mm dia TMT bars in full length of wall at every fourth course including demolition complete all as specified and directed.\n | 85 | Sqm | |
| 4 | 4 | M&L brick work with sub class 'B' brick, in one brick thick honey comb walling, built in CM 1:4 including demolition complete all as specified and directed.\n | 98 | Sqm | |
| 5 | 5 | M&L precast cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) in landing, cover slabs (for manholes etc), chullah hoods, chajja, water troughs, mangers, shelves and similar articles with plain faces and set in cement mortar 1:4 including necessary forms, moulds etc. & demoliton complete all as specified and as directed.\n | 25 | Cum | |
| 6 | 6 | M&L mild steel TMT bars 10 mm 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 0.9 mm dia or securing with clips complete all as specified and directed.\n | 1160 | Kg | |
| 7 | 7 | All as per Sl item No. 6 above but 6 to 8 mm dia.\n\n | 720 | Kg | |
| 8 | 8 | Taking down cement plaster on brick or concrete surfaces / ceiling, racking out joints hacking for key scrubbing down with water etc complete all as specified and directed.\n | 400 | Sqm | |
| 9 | 9 | M&L 15 mm thick rendering on fair faces of brick work or concrete surface in CM 1:4 using water proofing compound as per manufacturers instructions finished even and smooth without using extra cement complete all as specified and directed. \nNote:- WPC shall be measured and paid separately.\n | 700 | Sqm | |
| 10 | 10 | Supply only liquid integral water proofing compound complete all as specified and directed. \nMake:- Fosroc chemicals / STP Ltd / M/s Sika India Ltd / Hindcon Chemicals Limited\n | 195 | Kg | |
| 11 | 11 | M&L PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation filling and mass concrete including demolition complete all as specified and directed.\n | 30 | Cum | |
| 12 | 12 | Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out all excavated material in soft / loose soil complete all as specified and directed.\n | 380 | Cum | |
| 13 | 13 | All as per Sl item No. 12 above but exc 1.5 m & not exc 3.0 m in depth\n | 20 | Cum | |
| 14 | 14 | Excavating over areas, not exc 1.5 m deep and getting out in soft / loose soil complete all as specified and directed.\n | 15 | Cum | |
| 15 | 15 | All as per Sl item No. 14 above but exc 1.5 m & not exc 3.0 m deep\n | 5 | Cum | |
| 16 | 16 | Returning, filling in and including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and as directed.\n | 378 | Cum | |
| 17 | 17 | Removing of excavated surplus soil to a distance n. exc 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and directed.\n | 32 | Cum | |
| 18 | 18 | Removing of excavated surplus soil to a distance exc 1.25 Km but n exc. 1.50 Km and depositing where directed complete all as specified and directed.\n | 10 | Cum | |
| 19 | 19 | M&L PCC 1:4:8, type D-2 using 40 mm graded crushed stone aggregate as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 100 mm bore pipe including demolition complete all as specified and directed.\n | 100 | RM | |
| 20 | 20 | All as per Sl item No. 19 above but for 150 mm bore pipe\n | 750 | RM | |
| 21 | 21 | All as per Sl item No. 19 above but for 200 mm bore pipe\n | 524 | RM | |
| 22 | 22 | S&F in repairs 100 mm bore salt glazed stone ware (SGSW) drain pipes grade 'A' laid in trenches & jointed in CM 1:1 and tested complete all as specified and directed.\nMake:- Hind / Prakash or equivalent as approved by GE\n | 100 | RM | |
| 23 | 23 | All as per Sl item No. 22 above but 150 mm bore\n\n | 750 | RM | |
| 24 | 24 | All as per Sl item No. 22 above but 200 mm bore\n\n | 524 | RM | |
| 25 | 25 | M&L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required, bore of pipe 150 mm complete all as specified and as directed.\n | 50 | Each Pipe | |
| 26 | 26 | All as per Sl item No. 25 above but for bore of pipe 200 mm\n\n | 30 | Each Pipe | |
| 27 | 27 | M&L hardcore of gauge exc 63mm but n exc. 100 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rolled / ammed to a true surface using broken bricks complete all as specified and directed. \n | 35 | Cum | |
| 28 | 28 | M&L loose filling with aggregates of gauge 80 to 150 mm in soakage pits, soakage wells using broken bricks complete all as specified and directed. \n | 10 | Cum | |
| 29 | 29 | Cleaning of blocked sewage line of 100 mm bore pipe by rodding from one manhole to next manhole and washing through in fresh water including removing all sludge from the sewage lines and disposing off properly outside the defence land complete all as specified and as directed.\n | 300 | RM | |
| 30 | 30 | All as per Sl item No 29 above but 150 mm bore.\n\n | 550 | RM | |
| 31 | 31 | All as per Sl item No 29 above but 200 mm bore.\n\n | 320 | RM | |
| 32 | 32 | Cleaning of gully trap / Nahani trap / water closet at any floor level by rodding and including removing the debris complete all as specified and as directed.\n\n | 55 | Each | |
| 33 | 33 | Cleaning of manhole of size not less than 0.6 m x 0.6 m & depth not exc. 1 m including lifting up & removing sludge, accumulated solid / semi solid sludge and any other foreign material with proper equipments and washing down completely with water for smooth functioning of sewage line, removing sludge obtained from cleaning to a distance not exceeding 50 m, fillling the sludge in newly excavated pit, treating with bleaching powder and refilling top of pit with earth & removing balance earth to a distance n exc 50 m complete all as specified and as directed.\nNote:- Rate quoted shall deemed to be included cost of all excavation & earth work.\n | 150 | Each | |
| 34 | 34 | All as per Sl item No. 33 above but depth exc 1 m & not exc. 1.5 m \n\n | 85 | Each | |
| 35 | 35 | All as per Sl item No. 33 above but depth exc 1.5 m & not exc. 2 m \n\n | 60 | Each | |
| 36 | 36 | Cleaning of septic tanks of 250 users capacity complete by bailing out water, removing sludge / dust mud and other accumulated solids, semi solids, other materials & dispossed off the same out side the defence land and including cleaning of tank with water, bleaching powder etc. complete all as specified and directed.\n | 10 | Each | |
| 37 | 37 | S&F in repairs PVC (SWR) pipes 75 mm bore single socketed in any length with rubber ring joints fixed to wall complete all as specified and as directed. \nMake:- Supreme / Prince / Kisan Mouldings Limited | 65 | RM | |
| 38 | 38 | All as per Sl item No. 37 above but 110 mm bore.\n\n | 80 | RM | |
| 39 | 39 | S&F 110 mm bore PVC (SWR) vent cowl complete all as specified and directed.\nMake:- Supreme / Prince / Kisan Mouldings Limited\n | 25 | Each | |
| 40 | 40 | S&F PVC (SWR) 75 mm bore bend of any radius complete all as specified and directed. \nMake:- Supreme / Prince / Kisan Mouldings Limited | 10 | Each | |
| 41 | 41 | All as per Sl item No. 40 above but 110 mm bore.\n\n | 15 | Each | |
| 42 | 42 | S&F PVC (SWR) 75 mm bore bend with access door, of any radius complete all as specified and directed. \nMake:- Supreme / Prince / Kisan Mouldings Limited | 42 | Each | |
| 43 | 43 | All as per Sl item No. 42 above but 110 mm bore.\n\n | 8 | Each | |
| 44 | 44 | S&F 75 mm bore PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed. \nMake:- Supreme / Prince / Kisan Mouldings Limited | 11 | Each | |
| 45 | 45 | All as per Sl item No. 44 above but 110 mm bore.\n\n | 10 | Each | |
| 46 | 46 | S&F PVC (SWR) 110 mm bore branch piece, (Single Y) equal or unequal complete all as specified and directed. \nMake:- Supreme / Prince / Kisan Mouldings Limited | 5 | Each | |
| 47 | 47 | S&F in repairs PVC (SWR) gully trap of 125 / 110 mm, setting and jointing with solvent cement and including top cover complete all as specified and directed.\nMake:- Supreme / Prince / Kisan\n | 9 | Each |
AI Tender Summary
Tender Timeline
Nov 24, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Dec 01, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedDec 01, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 03, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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