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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.8 LAccepted-AOC R O VILLAGE PO NANGAL KHURD TEHSIL HAROLI DISTRICT UNA HP | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹29.2 L+₹3.3 L (12.7%)Rejected-AOC VILLAGE BALI PO BEHLI TEHSIL NIHRI DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | L2 | Rejected-AOC Other than lowest | |
| 3 | L3₹32.0 L+₹6.0 L (23.2%)Rejected-AOC | L3 | Rejected-AOC Other than lowest |
Tender Value
₹36.6 L
EMD Value
₹62,400
Closing Date
28 Sept 2021, 5:00 pmClosed
EE JS Division Sundernagar
EE JS Division Sundernagar
SH PL jointing and testing of MSERW pipe 200 mm dia. PL jointing and testing of HDPE pipe of various dia and PL and fixing PP valve of HDPE pipe 110mm and 140mm dia delivery tank CO outlets and CO chamber for hydrant
2021_HPIPH_52456_1
EE IPH SNR ES Tender/2021-9711-60 dated 18.09.2021
Open Tender
Pipe Laying Works
Item Rate
180 days
Sundernagar
Please refer Tender documents.
8 documents required · 8 mandatory
₹400
₹62,400
Yes
23 Dec 2021
18 Sept 2021
29 Sept 2021
18 Sept 2021
28 Sept 2021
18 Sept 2021
Amount
Excavation in foundation and trenches etc. (including pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI/HDPE pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming dressing where ever required including restoration of un-metalled /metalled/paved surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respect.
Providing, laying,jointing ( by way of circumfrential butt welded joints by electrical arc welding in three layes) and testing of MSERW pipe of following dia meters confirming to BIS 3183-2007, steel grade grade specified below (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately) (i) MSERW pipe 200 mm dia wall thickness 4mm flange Table-17 from RD 550 to 725= 175 Rmt
Laying,jointing and testing High Density Polyethylene pipes in trenches of following duly ISI marked IS: 4984-1995 as amended upto date including tube fitting such as bends, tees, air valves, unions and collars etc. including carriage of pipes as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately).(i) 110mm dia PN 4.00 PE80 4kg/cm2 (Labour rate)
(ii) 140mm dia PN 4.00 PE80 4kg/cm2
Providing and fixing PP valve of HDPE pipe following dia of superior quality complete in all respect.(i) 110mm dia
(ii) 140mm dia
Providing and laying cement concrete 1:4:8(1cement :4 sand: 8graded crushed stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.
Squarred rubble masonary coursed with hard stone of approved qualaity in foundation and plinth including racking out joints in cement mortar 1:4(1cement:4sand) in super structure above plinth level upto floor two level in all leads and lifts.
Providing and laying cement concrete 1:1.5:3(one cement :one and half sand : three graded crushed stone aggregate 20mm nominal size ) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete work including all leads and lifts in :- (a) Foundation ,footings bases of columns and the like mass concrete including all leads and lifts
(b) walls any thickness but not less than 0.1 mtrs. thickness attached pillasters , plinths and string courses etc.from top of foundation level upto floor two level in including all leads and lifts .
Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level in all leads and lifts.
Providing and laying cement concrete 1:2:4(1Cement :2 sand:4 graded crushed stone aggregate 20mm nominal size) and curing completre excluding the cost of form work and reinforcement for reinforced concrete work in all leads and lifts in :-(a)Suspended floors, roofs, landing, shelves and their supports balconies, lintels, beams girders bresmers and cantilevers upto all floor two level .
(b) Vertical surface such as walls(any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like
Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish including certring shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in-situ reinforced concrete & plain concrete work in all leads and lifts in:- (a) Vertical surface such as walls(any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like
(ii) Edges of slab
20mm cement plaster in single coat on rough side of brick/ concrete/ stone walls for interior plastering upto floor two levels including arrises internal rounded angles chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:3 (1cement:3sand) in all leads and lifts.
40mm thick cement concrete flooring 1:2:4(1cement :2sand: 4 graded stone aggregate 20mm nominal size ) based over concrete and finished with a floating coat of neat cement based concrete to be measured and paid for separately in all leads and lifts.
Providing and fixing RCC chamber 80mm dia hydrant including GI riser pipe 80mm, PP valve 80mm, pump connecting Nipple, GI tee Nipple and coupler etc. complete in all respect in all leads and lifts.
ANKUSH VERMA
BAL CHAND WALIA
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