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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹69.9 LAccepted-AOC V P O GANVI TEH RAMPUR DISTT SHIMLA | GANVI | SHIMLA | HIMACHAL PRADESH | ₹69.9 L | L-1 | Accepted-AOC Works awarded to lowest bidder |
| 2 | L-2₹70.0 L+₹2,301.77 (0.03%)Rejected-Finance VILLAGE DILWAN POST OFFICE DIARA TEHSIL AMB DISTRICT UNA HIMACHAL PRADESH | ₹70.0 L+₹2,301.77 (0.03%) | L-2 | Rejected-Finance Higher Amount |
| 3 | L-3₹71.3 L+₹1.4 L (1.98%)Rejected-Finance VILLAGE MAJRA POST OFFICE BAROONA TEHSIL NALAGARH DISTT SOLAN HP | ₹71.3 L+₹1.4 L (1.98%) | L-3 | Rejected-Finance Higher Amount |
| 4 | L-4₹75.2 L+₹5.3 L (7.55%)Rejected-Finance HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171002 | ₹75.2 L+₹5.3 L (7.55%) | L-4 | Rejected-Finance Higher Amount |
| 5 | L-5₹90.3 L+₹20.4 L (29.2%)Rejected-Finance R O VILLAGE DADOH PO DHABAN TEHSIL BALH DISTRICT MANDI HP 175027 | MANDI | HIMACHAL PRADESH | 175027 | ₹90.3 L+₹20.4 L (29.2%) | L-5 | Rejected-Finance Higher Amount |
Tender Value
₹1.1 Cr
EMD Value
₹1.4 L
Closing Date
20 Sept 2024, 11:00 amClosed
Executive Engineer
Executive Engineer JSV Division Nalagarh District Solan HP
Improvement of Flow Irrigation scheme Joghon Kuhl in Tehsil Nalagarh District Solan HP Sub Head Construction of Pucca head weir with skin reinforcement to divert the water and construction of breast wall to protect the gravity main Job No 1
2024_HPIPH_92934_1
6285-6335 dated 10-09-2024
Open Tender
Civil Works
Item Rate
365 days
Nalagarh
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,500
₹1.4 L
Yes
14 Feb 2025
10 Sept 2024
20 Sept 2024
10 Sept 2024
20 Sept 2024
10 Sept 2024
Amount
Cutting in earth work such as pick work, jumper work, etc. complete in all respects with in all leads & lifts as per directions of engineer-in-charge.
Excavation in foundation & trenches etc. in e/w upto all depths in all classification of soft such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts. complete in all respects with in all leads & lifts as per directions of engineer-in-charge.
Providing and laying cement concrete 1:3:6(Icement:3 sand:6 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work in foundation and plinth including carriage of material in all leads & lifts & as per direction of Engineer in Charge.
Providing and laying cement concrete design mix M-30(but not leaner than CC 1:1.5:3 (Icement: 1.5 and:3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in suspended floor , roof , landing ,shelves and their suppoerts, bolconies, beams/girders, bressumers and cantiliver upto floor to level including carriage of material in all leads & lifts & as per direction of Engineer-in -charge.
Placing of Tor steel reinforcement for RCC work i/c bending,binding and placing in possition complete including cost of bending wire upto floor all level including carriage of material in all leads & lifts& as per direction of Engineer-in -charge.
Providing and laying cement concrete 1:5:10(Icement:5sand:10 graded stone aggregate 40mm nominal size)with 15% plum & curing complete excluding cost of form work in wall including entire carriage of material upto all leads and lifts.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, struting 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 insitu,reinforced concrete and plain concrete and plain concrete work in :-
Vertical surfaces such as wall(Any thickness) partitions and the like i/c attached pillasters, buttresses,plinth and string courses and the like including carriage of material in all leads & lifts as per direction of Engineer-in-charge.
Boulder filling dry hand packed tightly as in wire crate apron bunds ( wire crate to be measured & paid seperately) complete in all respects in all leads & lifts as per directions of the Engineer-in-Charge.
Wire crates made of G.I. wire filled with boulders square cut faces against the wire (boulder filling to be measured and paid for seprately)4mm thick G.I. wire corresponding to SWG-8 15cm x 15cm mesh complete in all respects in all leads & lifts as per directions of the Engineer-in-Charge.
HANS RAJ CONTARCTOR
AMERENDER SINGH
SHYAM LAL
MOHAMMAD SALMAN
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