Provision Of Dedicated Water Distribution Line From Kvt Tank To 54 Idsr (A), Eme Bn And 554 Asc Bn Under Age E/M No Ii Of Ge (Utility) Secunderabad
Tender Value
33.70 Lakhs
Estimated cost
Bid Submission
21 Sep 2022
0 days left
EMD
67400
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
secunderabad → Telangana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Provision Of Dedicated Water Distribution Line From Kvt Tank To 54 Idsr (A), Eme Bn And 554 Asc Bn Under Age E/M No Ii Of Ge (Utility) Secunderabad
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 07-Sep-2022 | Amendment | Other | 14-Sep-2022 |
| 2 | 14-Sep-2022 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 21-Sep-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches not exceeding 1.5 m width and not exc 1.5 m in depth andgetting out in hard/dense soilincludingSite clearance by Rough excavation, cutting of Herbs / shrubs / jungle for clearing of site required forremoving/laying of pipe line complete all as specified and directed.Note : Quoted rates including of Site clearance by Rough excavation /clearing away all grass vegetation, saplings, brushwood, undergrowth, roots and trees not exceeding 30 cm girth (measured one meter above ground level), cutting of Herbs / shrubs / jungle for clearing of site required for layingpipe line in hard / dense soilcomplete all as specified and directed. |
| 2 | Excavation in trenches not exceeding 1.5 m width and not exc 1.5 m in depth andgetting out inhard rockfor /laying of pipe line complete all as specified and directed including removing of debries from site .Note : Quoted rates including of Site clearance by Rough excavation /clearing away all grass vegetation, saplings, brushwood, undergrowth, roots and trees not exceeding 30 cm girth (measured one meter above ground level) ,cutting of Herbs / shrubs / jungle for clearing of site required for layingpipe line in hardrockcomplete all as specified and directed. |
| 3 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm in any type of soil complete all as specified and directed. |
| 4 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm in soft / disintegrated rock l complete all as specified and directed. |
| 5 | Removing excavated material (soils) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 6 | S&F ductile iron pressure pipes, class K7, centrifugally cast with spigot and socket ends as per following conforming to IS 8329/2000 with cement mortar lining inside the pipes with outside zinc coating suitable for push-on-joint (rubber gasket D jointing) inany length including DI specials as required at site confirming to IS 8329/2000 and all jointing materials and making good for disturbed surfaces of roads, path ways etc while laying the pipe line at site, site clearance for the route of pipe line, welding, cutting the existing CI/DI/MS pipe line of any size up to 400 mm dia for inserting branch connections etc complete all as specified and directed for the following sizes:-Notes:- (a) Quoted rates are deemed to be inclusive ofLead Joints / D-Joints / push on joint required during laying of pipes. Only DI specials will be measured and paid separately under relevant items (b) The contractor is responsible for obtaining the approval from Police Department for Traffic Diversion and related works if required in consultation with the MES department if required.(c) Contractor is responsible for repair/replacement of any damages to the existing structures, Under Ground HT/LT/OFC Cables etc during the course of execution. (d)CIVIL ROAD CROSSING TO BE DONE AT 2 PLACES (APPX LENGTH 120 RM). NECESSARY PERMISSION FOR CROSSING ROAD /LAYING OF PIPEFROM GHMC / CANTT BOARD/ ANY OTHER CIVIL DEPARTMENT INCLUDING NECESSARY FEE IF ANY APPLICABLE IS THE RESPONSIBILITY OF THE CONTRACTOR. NO CLAIM IN THIS REGARD WILL BE ENTARTAINED DURING EXECUTION STAGE. DEPARTMENT ONLY ASSIST FOR OBTAINING APPROVAL.Quoted rates are deemed to be inclusive of all arrangement required for the above.(e) The approach where DI pipe to be laid also difficult .To reach at site, site clearance also required. Contractor should visit the site to understand the site condition before quoting the rates . No claim regarding site condition will be entertain during execution stage. |
| 7 | 100 mm Dia |
| 8 | 150 mm Dia |
| 9 | Cutting existing CI / MS / DI pipe line for insertion of new tees, collars for branch connections complete all as specified and directed for the following sizes:-Note: CI /DI specials, Joints and Earth work shall be measured and paid seperately under relevant items of this schedule. |
| 10 | 100 mm Dia |
| 11 | 150 mm Dia |
| 12 | S&F DI specials such as bends (any type, radius or angle) tapers any type (Straight, bend, increase, decrease or double socket etc) tee pieces, single \"Y\" branch, double branch cross (all sockets, socket and spigots, collars, cap plugs etc up to 150 mm bore complete all as specified and directed. |
| 13 | All as per item No 8 above but for 200 mm bore to 300 mm bore. |
| 14 | Burning out lead joint in position for following sizes of CI/DI pipe, removing old lead complete all as specified and directed :- |
| 15 | 100 mm Dia |
| 16 | 150 mm Dia |
| 17 | Supply and fixing DI Doouble Flange Gate valve (Soft Sealed) Resilient Seated Soft Sealing gate valves (Sluice valves raising type) with body bonnet of ductile cast ironof grade GGG-40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per IS 3896 - Part 2- 1985 and subsequent revisions, Wedge fully rubber lined with EPDM Food grade qualityand Seals of NBR and the valve should be vacuum tight and 100 % leak proof with face to face dimension as per BS 5163-89/IS 14846-2000/DIN 3202 F 4. andValves should be electrostatic powder coating both inside and outside pocket less body passage class PN 1.6 including all jointing materials (Gasket , Nut bolts etc)connecting and testing complete all as specified and directed. |
| 18 | 100 mm Dia |
| 19 | 150 mm Dia |
| 20 | S&F,connecting and testing including provision for fixing of Cast Iron double orifice kinetic Air Valve ISI Marked IS : 14845 type DK in PN 1.0 flanged end K541 with all standard accessories and testedincludingnuts, bolts, washers, gaskets, packings etc complete all as per specified and directed. |
| 21 | 100 mm Dia |
| 22 | Cutting the existingBT road / CONCRETE ROAD of civil authorities ( GHMC/Cantt Board/PWD or any other department )after obtaining permission from appropriate authoritiespreferably in night times including necessary lighting arrangementby using mechanical means l, depth and width not less than 75 cmfor laying of 150mm diaDI pipeand filling back with excavated soil up to 60 %road portion and 40 % shall be made with cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate incase of concrete road and Bituminous top in case of BT Roadcomplete all as specified and directed.Notes :-(a) The contractor is responsible for obtaining the approval from Police Department for Traffic Diversion and related works if required in consultation with the MES department if required.(b) Contractor is responsible for repair/replacement of any damages to the existing structures, Under Ground HT/LT/OFC Cables etc during the course of execution. (c)CIVIL ROAD CROSSING TO BE DONE AT2 PLACES. NECESSARY PERMISSION FOR CROSSING ROAD / LAYING OF PIPEFROM GHMC / CANTT BOARD/ ANY OTHER CIVIL DEPARTMENT INCLUDING NECESSARY FEE IF ANY APPLICABLE IS THE RESPONSIBILITY OF THE CONTRACTOR. NO CLAIM IN THIS REGARD WILL BE ENTARTAINED DURING EXECUTION STAGE. DEPARTMENT ONLY ASSIST FOR OBTAINING APPROVAL. Quoted rates inclusive of all arrangement required for the above |
| 23 | M&L for Construction of new PCC solid Masonry valve chamber of size 1000 X 1000 X 1200 mm (Internal dimensions) with PCC foundation 1:4:8 type D2 using 40 mm graded stone aggregate 150 mm thick 150 mm wide off sets around over 100 mm thick hard core , 200 mm thick PCC solid block walls built in CM 1:6, 50 mm thick PCC 1:2:4 Type B1 coping finished even and smooth, rendering 10 mm thick in cement mortar (1:6) finished even and smooth, with out using extra cement internally including top of floor including excavation earth work in hard/Dense soil 3 mm thick MS sheet cover fixed on 40 mm X 40 mm X 6 mm thick angle iron frame with hold fasts embedded in PCC coaping with locking arrangement, mild steel handle and painting to steel surfaces with two coats of synthetic enamel paint over one coat of primer including disposal of surplus soil to a distance not exceeding 50 m etc complete all as specified and directed. |
| 24 | M&L PCC 1:3:6 type C1 using 20 mm graded stone aggregate for coping & plastering of valve chamber / supporting of pipe/ for hard standing including shuttering work complete all as directed. |
AI Tender Summary
Tender Timeline
Sep 14, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 14, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 21, 2022
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedSep 21, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 28, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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