Construction Of Pcc Road Parking Drain Laying Of Sewer Line And Water Line In Under Under Construction Of 480 Houses (Under Pmay Shahri) At Khasra No. 1252 And 1254 (Bahar Nagar Palika) Unnao Construction Of Pcc Road Parking Drain Laying Of Sewer Line An
Tender Value
1.16 Crore
Estimated cost
Bid Submission
21 Dec 2021
0 days left
EMD
2.32 Lakhs
Bank guarantee accepted
Document Fee
4366
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Unnao → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Pcc Road Parking Drain Laying Of Sewer Line And Water Line In Under Under Construction Of 480 Houses (Under Pmay Shahri) At Khasra No. 1252 And 1254 (Bahar Nagar Palika) Unnao Construction Of Pcc Road Parking Drain Laying Of Sewer Line And Water Line In Under Under Construction Of 480 Houses (Under Pmay Shahri) At Khasra No. 1252 And 1254 (Bahar Nagar Palika) Unnao
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Nov-2021 | Correction in Tender Document | Other | 21-Dec-2021 |
| 2 | 06-Dec-2021 | Corrigendum | Other | 21-Dec-2021 |
BOQ
| Sl. No. | Item Description |
| 1 | Part (A) Road & Parking : - Construction of embankment with approved material obtained from avaible land as permitted and approved by Engineer-in-Chargeand as per Technical Specification Clause 301.3.4.1 with all lifts and leads, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as pes Technical Specification clause 301.5 PWD SOR SI No 253/2020-21 |
| 2 | Cartage of earth upto 5.0 Km distanceincluding loading unloadingall complete.SOR S I No 231(a) /2020-21 |
| 3 | compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). Analyses as per D.S.R S.I. No. 16.2/2019 Analyses |
| 4 | Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation . (PWD S.I No- 281)/2020-21 |
| 5 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxitracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by usingneedle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-incharge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paidseparately). Note:- Cement content consideredin M-30 is @340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately cement concrete prepared with batch mixing machine DAR 2019- 16.43.1/2020-21 based on P.W.D SOR 2020-21 |
| 6 | Class M 150 Brick work in 1 : 6 cement and C/ sand mortar in foundation & plinth including supply of all materials, labour Tools & Plants etc. required for proper completion of the work (Analyses Attached) on base of PWD SOR 2021-21 |
| 7 | Part (B)Drain: - Earth Work in excavation for Structure as per drawing and technical specifications clause 305.1 including setting out consrtuction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 M, dressing of sides and bottom and back filling in trenches with excavated suitable material.. PWD SI. NO. 251/2020-21 |
| 8 | Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation . (PWD S.I No- 281)/2020-21 |
| 9 | Class M 150 Brick work in 1 : 6 cement and C/ sand mortar in foundation & plinth including supply of all materials, labour Tools & Plants etc. required for proper completion of the work (Analyses Attached) on base of PWD SOR 2021-21 |
| 10 | 12 mm. thick plaster With 1:3 cement & and coarse sand Mortar.. UPPWD S.O.R. S.I. No.583/2020-21 |
| 11 | Providing and laying in cement concrete 4:2:1 of not less than strength of M150 stone ballast (20 mm. nominal size) :2 approved coarse sand:1 cement and curing complete, including cost of formwork in foundation and floors.UPPWD S.O.R. S.I. No.279(b)/2020-21 |
| 12 | R.C.C. Work with cement approved coarse sand and 2 cm. (3/4\") guage approved stone grit in the proportion of 1:1.5:3 in Slab i.e. excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire, andexluding necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc. required for proper completion of the work. Binding wire cost being included in this Item.DAR 2019-5.1.2/2020-21 PWD |
| 13 | Centring and shuttering including strutting, propping etc. and removal of form for Slab (Attached Analyses) |
| 14 | Mild steel (Tor steel or plain) or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised overlapping shall be measured up to floor two level . (PWD S.I No- 504) /2020-21 |
| 15 | Part (C)Laying Sewer Line: - Earth Work in excavation for Structure as per drawing and technical specifications clause 305.1 including setting out consrtuction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 M, dressing of sides and bottom and back filling in trenches with excavated suitable material.. PWD SI. NO. 251/2020-21 |
| 16 | Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation . (PWD S.I No- 281)/2020-21 |
| 17 | Supply and Carting of 250 mm dia 2.0 M long RCC Hume Pipe NP3 Class pipes and specials from store to the site of work lowering the same in trenches in depth, 0 to 1.50 m below ground level, true to aligment caulking the joints with necessary spun yarn soaked in bitumen and jointing with 1 : 2 cement mortar in coarse sand including excavation of earth below invert level of pipe. Cost of all jointing materials, testing etc. complete but exckuding the excavation and refilling of trenches from ground level to the invert level of pipes.(Analyses Attached) (A) 250 mm dia pipe (depth 0.0 - 1.50 M below G.L. |
| 18 | Construction of brick masonarychamberofsize 0.60x0.90x1.50 Mas per standard designwith base concrete 1:6:12, 23 cm thick brick wall in 1:6 cement and coarse sand, plastering 1:3 cement and coarse sand with neat finish including ferro cement cover fixed with RCC 1:2:4including supply of all materials, labour T&P ctc. required for proper completion of the work. (Analyses Attached) |
| 19 | Construction of brick masonaryManholeofsize 0.90xx1.20x1.50 M as per standard designwith base concrete 1:6:12, 23 cm thick brick wall in 1:6 cement and coarse sand, plastering 1:3 cement and coarse sand with neat finish including ferro cement cover fixed with RCC 1:2:4including supply of all materials, labour T&P ctc. required for proper completion of the work. (Analyses Attached) |
| 20 | Add/Deduct ofmasonary shaft (a) 0.60 x 0.90 M dia x1.50 M size (Analyses Attached) |
| 21 | (b) 0.90 x 1.20 M dia x1.50 M size (Analyses Attached) |
| 22 | Supply and Carting of 150 mm dia 60 cm long stone ware glaged pipes and specials from store to the site of work lowering the same in trenches in depth, 0 to 1.50 m below ground level, true to aligment caulking the joints with necessary spun yarn soaked in bitumen and jointing with 1 : 1 cement mortar in coarse sand including excavation of earth below invert level of pipe. Cost of all jointing materials, testing etc. complete but excluding the excavation and refilling of trenches from ground level to the invert level of pipes(Analyses Attached) |
| 23 | Part (C)Laying Sewer Line: - Earth Work in excavation for Structure as per drawing and technical specifications clause 305.1 including setting out consrtuction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 M, dressing of sides and bottom and back filling in trenches with excavated suitable material.. PWD SI. NO. 251/2020-21 |
| 24 | Supply/Layingof following sizes and type of Supureme,Kisan & Jain Make PVC Pipe 160 mm dia6 Kg Pressure ISI make pipes including jointing such as solvent cement/rubber ringBend, Tee, Reducer & Socket etc. including F.O.R. destination and all taxes and insurance etc. with loading unloading stacking all complete. (A) 90 mm dia O/D(PWD SOR Chapter 1 Material S.No.17/32)/2020-21 |
| 25 | (B) 110 mm dia O/D (PWD SOR Chapter 1 Material S.No.17/31)/2020-21 |
| 26 | Supply and Fixing of following fitting including F.O.R. destination and all taxes and insurace etc with loading unloading & stacking all complete.(A) Fire Hydrant 100 mm dia class II DSR I.No. 18.59.2/2019 |
| 27 | (B)P/F of C.I. double acting Air valvece valves of approved quality with bolts, nuts rubber insertions etc.(the tail pice if required will be paid separately. 100 mm dia class II DSR I.No. 18.59.2/2019 |
| 28 | ( C )P/F of C.I. Sluice valves (with cap) complete with bolts, nuts rubber insertions etc.(the tail pice if required will be paid separately. 100 mm dia class II DSR I.No. 18.31..2/2019 |
| 29 | Construction of brick Chamber masonary For Fire Hydrant, Scour Valve & Sluice Valve Chamber of0.60 m x 0.60m x 1.00 m as per standard designwith base concrete 1:6:12, 23 cm thick brick wall in 1:6 cement and coarse sand, plastering 1:3 cement and coarse sand with neat finish including RCC cover 8 cm thick including supply of all materials, labour T&P ctc. required for proper completion of the work (Analyses Rate) |
| 30 | Making Connection with existing Pipe Line of with including 90 mm dia pvc clamps, Ferrule including 25 mm G.I. pipe including all complete. With 90 mm dia (Analyses Rate) |
| 31 | Providing and laying S&S C.I. Standard specials such as tees, bends, collars tapers and caps etc, suitable for flanged jointing as per IS : 1538 : :Up to 300 mm dia DSR I.No. 18.66.1/2019 |
AI Tender Summary
Tender Timeline
Dec 06, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
Dec 21, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Dec 21, 2021
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedDec 21, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 21, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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