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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-Finance GANGA NIWAS BELLOW UTTAN GAS AGENCY BCS NEW SHIMLA 171011 | SHIMLA | SHIMLA | HIMACHAL PRADESH | 171011 | ₹4.7 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹4.7 L+₹2,351 (0.51%)Rejected-Finance JAI COTTAGE VIKAS NAGAR KASUMPTI SHIMLA 171009 | SHIMLA | SHIMLA | HIMACHAL PRADESH | 171009 | ₹4.7 L+₹2,351 (0.51%) | L2 | Rejected-Finance 2nd Lowest |
| 3 | Rejected-Technical H NO 26 HB COLONY SHIMLA DISTT SHIMLA 1 | SHIMLA | HIMACHAL PRADESH | 171001 | - | - | Rejected-Technical no |
Tender Value
Refer Docs
EMD Value
₹9,200
Closing Date
20 Apr 2026, 10:00 amClosed
Executive Engineer kasumpti Division HPPWD Shimla3
Executive Engineer kasumpti Division HPPWD Shimla3
Repair work in toilet bathroom kitchen, P/F Cupboard, white washing /distempering in type-II set No.625, 630 and Distempering/white washing in on due/vacation sets under kasumpti Sub Division
2026_PWD_134174_1
SD-I-CTR-Tender-2026-800 dt 10-04-2026
Open Tender
Civil Works
Percentage
30 days
kasupti
As per SBD
12 documents required · 12 mandatory
₹350
₹9,200
1 May 2026
13 Apr 2026
20 Apr 2026
13 Apr 2026
20 Apr 2026
13 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (i)Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | |||||
| 2Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)For thickness of tiles 10 mm to 25 mm | |||||
| 3Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) Of area 3 sq. metres and below | |||||
| 4Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 1:3:6 (One cement : Three coarse sand) : Six graded stone aggregate 20 mm nominal size) | |||||
| 5Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) Nominal mix 1:2:4 (One cement : Two coarse sand) : Four graded stone aggregate 20 mm nominal size) | |||||
| 6Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. | |||||
| 7 | Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. | 1 | Per Square Meter | - | - |
| 8Providing and fixing vitreous China wash down, water closet (European type. W.C. pan) with integral 'P' or 'S' trap including jointing thetrap with soil pipe in cement mortar 1:1(1 cement : 1 sand) (Seat and over to bemeasured and paid for separately) including carriage of materials in all leads as per directions of the Engineer-in-Charge (i) ordinary closet MAKE ESSCO or Equivalent | |||||
| 9Providing and fixing plastic seat (Solid / Hollow type) and cover for wash down water closet with C.P. Brass hinges and rubber buffers including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (1)SOLID TYPE (a) White plastic seat and cover. Make ESSCO or Equivalent | |||||
| 10Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 10 litre capacity - White Make ESSCO or Equivalent | |||||
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